ML033650201
| ML033650201 | |
| Person / Time | |
|---|---|
| Site: | Humboldt Bay |
| Issue date: | 07/30/2003 |
| From: | Chin C, Cluff L, Makdisi F, Zeechung Wang Pacific Gas & Electric Co |
| To: | Document Control Desk, NRC/FSME |
| References | |
| +sisprbs20051109, -RFPFR GEO.HBIP.02.08, Rev 1 | |
| Download: ML033650201 (143) | |
Text
PACIFIC GAS AND ELECTRIC COMPANY Calc Number: GEO.HBIP.02.08 GEOSCIENCES DEPARTMENT Calc Revision: 1 CALCULATION DOCUMENT Calc Date: 7/18/2003 Quality Related:
ITR Verification Method: A 1.0 CALCULATION TTLE:
DETERMINATION OF POTENTIAL EARTHQUAKE-INDUCED DISPLACEMENTS OF CRITICAL SLIDE ALONG HBIP ISFSI TRANSPOT ROUTE
2.0 SIGNATORIES
PREPARED BY: 2Z~44A-.--- DATE Zhiliang Wang Geomatrix Consultants Printed Name Organization PREPARED BY: A C-~-Z2~
-c DATE Chih-Cheng Chin Geomatrix Consultants Printed Name Organization VERIFIED BY: (" DATE 7/1' 4a3 Faiz I. Makdisi Geomatrix Consultants Printed Name Organization APPROVED BY: : 4 Z/7 f 7 DATE -F-6101/03 Llovd Cluff Geosciences Printed Name Organization I page 1 of 31
GEO.HBIP.02.08 Rev. I I 3.0 RECORD OF REVISIONS I Rev. - Reason for Revision Revision -
No. Date 0 Initial Issue 11/27/02 In revision 0 (2002) of this calculation package the program1/2003 QUAD4M was used to compute seismic coefficients of potential sliding masses at BBIP transport ipute. The program QUAD4M had been updated to QUAD4MU and was verified in calculation package GEO.DCPP.01.34, Revision 4 in 2003. The updated program QUAD4MU mainly modified the subroutine in QUAD4M for the calculation of seismic coefficient.
In this revision 1, the earthquake-induced displacements at the ISFSI transport route are re-evaluated using the updated program QUAD4MU.
Attachments E, F, G and H are new for revision 1. These are input files and excerpts of output files for dynamic response and deformation calculations.
Attachments A, B, C and D remain unchanged and are copies from revision 0.
- 4. 4.
I 4 Page 2 of 31 I
GEO.BBP.02.08 Rev. I I 4.0 PURPOSE As required by Geosciences Work Plan GEO 2002-03 entitled, "Development of Slope Stability Calculations for the Humboldt Bay ISFSI," this calculation package estimates earthquake-induced permanent displacements of the most critical potential sliding mass along the proposed HBIP transport route, using field and laboratory data, postulated design ground motions, and a Newmark-type procedure incorporating a finite element model of the site.
In revision 0 of this calculation package, the program QUAD4M was used to compute seismic coefficients of potential sliding masses at the transport route. The program QUAD4M had been updated to QUAD4MU and verified in calculation package GEO.DCPP.01.34, Revision 4 in 2003. The updated program QUAD4MU mainly revised the subroutine in QUAD4M for the calculation of seismic coefficient. Geosciences Department of PG&E requested that the finite element analyses be repeated to obtain the updated seismic coefficient time histories for the potential sliding masses using QUAD4MU. These time histories were also re-integrated to obtain new estimates for the earthquake-induced displacement at the transport route based on the results of the updated program QUAD4MU. Also, the computed acceleration time histories, and the corresponding response spectra were all updated in this revision.
5.0 ASSUMPTIONS
- 1. There is no potential for liquefaction along the route. This is a reasonable assumption as concluded on page 8 of calculation package GEO.HBIP.02.02.
- 2. For purposes of analyses, stratigraphic layers are assumed to lie near horizontally.
This is a reasonable assumption, as shown on Figure 4-14 of Section 4, Site Geology, of Technical Report TR-HBIP-2002-01.
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GEO.HBIP.02.08 Rev. I I
- 3. Groundwater is assumed to be at elevation +6 feet, mean lower low water (MlLW) datum. This is a reasonable assumption, as documented on page 2 of GEO.HBIP.02.02. This elevation is consistent with those measured in monitoring wells installed in the vicinity of the wastewater ponds east of the discharge canal (Figure 4-1 of Section 4 of TR-HBIP-2002-01). Water levels in these wells range between 4 and 7 feet below ground surface and respond only slightly to tidal cycles (White, 2002d).
- 4. The undrained strengths of stiff cohesive soils and dense sandy soils along the route are not reduced due to earthquake shaking. This is a reasonable assumption because, as reported by Makdisi and Seed (1976), stiff clays and dense sands do not suffer significant reduction in undrained strength due to cyclic loading; such soils retain most of their initial undrained strength even after being subjected to significant cyclic loading.
- 5. Input ground motions used to analyze the response along the route are deconvolved using the 1-D program SHAKE to the base of the 2-D finite element mesh from the lower "free field" ground surface of the section modeled rather than at the higher surface elevations of the hillside (Figure 8-4). This is a conservative assumption because the ground motions calculated at higher elevations will be greater than the input ground motion due to topographic amplification, thus leading to greater calculated displacements.
- 6. The 1-D and 2-D site response analyses described herein used a single velocity profile developed using a factor of +1.22 (as described in Input 12, below) rather than varying the profile by plus or minus this factor to determine the maximum site response. This is a reasonable assumption, because Figures 7 and 8 in GEO.JBIP.02.04 indicate maximum site amplification occurs for the positive (upper bound) factor over nearly all frequencies for both the fault normal and fault parallel components.
- 7. Vertical ground motions are not considered in the analyses, as they have been shown to have limited impact on the magnitude of calculated displacements (Yan and others, 1996).
- 8. Properties selected for analysis of ISFSI site stability in calculation package GEO.HBIP.02.07 are appropriate for use at the transport route section selected for analyses in this calculation package, with the exception of the uppermost clay layer which is assigned a reduced strength as described in Step 3 of the Body of the Page 4 of 31 I
GEO.HBIP.02.08 Rev. I I Calculation. This assumption is reasonable because soil stratigraphy and properties in borings near the transport route section analyzed are consistent with those determined at the ISFSI site, as discussed in more detail in step 1 of the Body of the Calculation.
- 9. The centerline transporter load is placed at the centerline of the proposed transport route. This is a reasonable assumption as the most likely location during transport.
6.0 INPUTS
- 1. The site map (Figure 8-1) is obtained from Figure 4-2 of Section 4, Site Geology, of Technical Report TR-HBI'-2002-01.
- 2. The proposed transport route (a portion of which is shown on Figure 8-1) is obtained from White, 2002a (Attachment A).
- 3. The borings nearby the transport route critical section (determined as described in Step 1 of Methodology) are obtained from White, 2002b (Attachment A).
- 4. The table of soil properties for stability analyses (Table 8-1) is obtained from Table 7-2 of calculation GEO.HBIP.02.07.
- 5. The table of soil properties for site response analyses (Table 8-2) is obtained from Table 7-3 of GEO.HBIP.02.07.
- 6. Relationships of modulus and damping ratio with shear strain referenced in Table 8-2 are obtained from Figures 7-11 and 7-12 of GEO.HBIP.02.07 and as described in Step 3 of GEO.BBIP.02.07.
- 7. The transporter load and dimensions are obtained from Work Plan GEO 2002-03, Attachment 2.
- 8. Design surface ground motions for use in response analyses are obtained from White, 2002c, as confirmed in White, 2002e (Attachment A).
- 9. The primary seismic source for ground motions (the Bay Entrance fault) is obtained from Input 9 of GEO.HBIP.02.07.
- 10. The positive directions of primary seismic source components (fault normal and fault parallel) are obtained from Input 10 of GEO.HBIP.02.07.
- 11. The orientation of the primary seismic source is obtained from Input 11 of GEO.EBIP.02.07.
- 12. The stiff soil velocity profile is developed by multiplying velocity values in Input 5 above by 1.22 (as described in Assumption 6 above) or k 2, values in Input S by 1.5, as recommended on page 26 of ASCE (1986). (Velocities are related to the Page 5 of 31 I
GEO.HBIP.02.08 Rev. I I square root of soil shear modulus, as shown in Step 3 of GEO.EBIP.02.07, so the square root of the 1.5 factor in ASCE is 1.22, and k 2 mt,,,is proportional to the shear modulus as shown on page 11, below.)
7.0 METHODOLOGY AND EQUATION
SUMMARY
- 1. Determine the most critical location along the transport route in terms of slope stability. The most critical location will be that which meets the following two criteria simultaneously: a) closest approach of transporter to slope and b) greatest height of slope. i.
- 2. Determine subsurface stratigraphy at most critical location based on geotechnical data obtained from nearby borings and trenches.
- 3. Assign static and dynamic soil properties to subsurface layers based on similarities with those layers having assigned properties.
- 4. Perform static slope stability analysis at most critical location along transport route using program UTEXAS4 to obtain short-term static factor of safety of critical slide mass with transporter loading.
- 5. Perform pseudo-static slope stability analysis of critical slide mass as determined in step 4 using UTEXAS4 to determine pseudostatic horizontal acceleration that reduces factor of safety to approximately 1.0. Acceleration obtained is the yield acceleration, ky.
- 6. Rotate design surface ground motions to direction of cross section and perform preliminary Newmark displacement analyses using program DEFORMP and ky of the critical slide mass as determined in step 5, above, to assess relative magnitudes of displacements for each ground motion (see step 11, below, for fuller description of displacement analyses). Select ground motions giving greatest displacements for further analyses.
For each ground motion selected in step 6, above, the following steps were conducted:
- 7. Deconvolve the selected surface ground motion to the base of the finite element mesh using program SHAKE.
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GEO.HBIP.02.08 Rev. I I
- 8. Perform a two-dimensional dynamic finite element analysis of the cross section using program QUAD4MIU to determine the seismic response of the slope due to the earthquake motion as determined in step 7, above, placed at base of section.
- 9. Calculate seismic coefficient time history (and the maximum seismic coefficient, ko) of the critical slide mass from output of the QUAD4MU analysis. The seismic coefficient is the ratio of the force induced by an earthquake in the slide mass to the weight of the mass.
- 10. Obtain surface ground motion calculated at one or more representative nodes in the free field from output of QUAD4MU. Compare calculated motion with input motion.
- 11. Perform Newmark-type displacement analyses (after Newmark, 1965), using DEFORMP, to determine earthquake-induced permanent displacements of the critical slide mass. For a specified potential slide mass, the seismic coefficient time history of that mass is compared with the yield acceleration ky. When the seismic coefficient exceeds the yield acceleration, downslope movement will occur along the direction of the assumed failure plane. The movement will decelerate and will stop after the level of the induced acceleration drops below the yield acceleration, and the relative velocity of the sliding mass drops to zero. The accumulated permanent displacement is calculated by double-integrating the increments of the seismic coefficient time history that exceed the yield acceleration. The analysis.
requires the seismic coefficient time history as calculated in step 9, above, and the yield acceleration of the critical sliding mass as calculated in step 5, above.
8.0 SOFTWARE The following computer programs (software) are used in this calculation package:
- 1. UTEXAS4 (version 4.0.0.8 dated 7/27/01), a commercially available Windows-compatible program to perform slope stability analyses, was verified in calculation package GEO.HBIP.02.09.
- 2. SHAKE (Geomatrix version dated 8/27/95), a 1-D equivalent linear site response PC DOS-compatible program used in this calculation package to compute base motions for use in finite element analyses, was modified by Geomatrix from the original developed at the University of California, Berkeley to increase the sizes of arrays to Page 7 of 31 I
GEO.HB1P.02.08 Rev. I I accommodate more time history data points and a greater number of layers. The Geomatrix version of the program was verified in GEO.DCPP.02.02.
- 3. QUAD4MU (updated version dated 3/1/2003), a commercially available PC DOS-compatible program to perform 2-D finite element analyses, was verified in GEO.DCPP.01.34. rev. 4.
- 4. SPECTRAD (version dated 3/25/98), a PC DOS-compatible program developed by Geomatrix Consultants to calculated response spectra from time histories, was also verified in GEO.DCPP.01.34 in addition to QUAD4MU.
- 5. DEFORMP (version dated 3/30/2000), a PC DOS-compatible program developed by Geomatrix ConsultAnts to perform Newmark-type displacement analyses, was; verified in GEO.DCPP.01.35.
All programs are proprietary and designed to execute on personal computers under the Microsoft Windows 2000 operating system. No passwords are required to execute these programs.
9.0 BODY OF CALCULATION
- 1. The most critical location along the transport route in terms of slope stability is determined by inspection of Figure 8-1, modified to include the proposed transport route from White, 2002a. The selected location shown on Figure 8-1 meets the following two criteria simultaneously: a) closest approach of transporter to slope (in this case, the bank of the Discharge Canal) and b) greatest height of slope.
Beyond this location, the distance between the transport route and the Discharge Canal bank increases as the route continues up the hill, thereby reducing the effect of the transporter load on the bank.
- 2. The subsurface stratigraphy at the selected location is determined based on geotechnical data obtained from nearby borings. Logs from nearby borings as provided in White, 2002b, were reviewed and stratigraphy from the logs summarized as shown on Figure 8-2. Selected soil strengths are also shown on Figure 8-2. It is seen that soil stratigraphy consists of the same sequence of stiff clays overlying dense sands and gravels as found in boring 99-2 near the proposed ISFSI site further up the hill, as summarized in Table 8-1, from Calculation Package GEO.IBIP.02.07.
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GEO.HBIP.02.08 Rev. I I
- 3. Because available data from nearby borings as summarized on Figure 8-2 indicate soil stratigraphy and properties are consistent with those determined at the ISFSI site, static and dynamic properties of the subsurface soils are selected to be the same as at the ISFSI site as presented in GEO.HBIP.02.07, as summarized in Tables 8-1 and 8-2. One exception, as noted in Table 8-1, is the uppermost approximately 15 feet of the upper clay layer (layer 5 in Table 8-1) which is modeled with a shear strength of 900 psf based on test data from nearby 1973 boring D&M73-2 as shown on Figure 8-2.
Calculation of transporter load to apply in analyses is determined from transporter data as found in Attachment 2 of Geosciences Work Plan GEO 2002-03. The calculation is as follows:
Total weight = vehicle plus loaded cask = 170,000 lbs + 160,000 lbs = 330,000 lbs Area = (minimum track bearing length) x (track spacing plus track width)
= 294 inches x (182 inches + 29.5 inches) = 62,181 SI = 431.8 SF Pressure = Total weight / Area = 330,000 lbs /431.8 SF = 764 psf; use 800 psf Track width = 182 inches + 29.5 inches = 211.5 inches = 17.625 feet 20-foot roadway - 25 feet wide in cross section 17.625-foot track width - 22 feet wide in cross section
- 4. A static slope stability analysis was performed at the most critical location along the transport route as determined above using program UTEXAS4 and Spencer's method to obtain the short term static factor of safety with transporter loading. The section analyzed, with selected effective strength soil properties from Table 8-1 and location of transporter load, are shown in Figure 8-3. It is conservatively assumed that there is no water in the adjacent Discharge Canal but that clay and sand layers are saturated to elevation 6 (normal ground water level as described in Assumption 3). The resulting factor of safety of 1.7 is listed in Table 8-3.
UTEXAS4 input and selected output files are found in Attachment B. All files are also included on the enclosed CD and are listed in Table 8-3.
- 5. The slope stability computations were repeated for the slide mass having the lowest static factor of safety by incrementally increasing the horizontal pseudostatic acceleration to determine the yield acceleration, ky, that reduced the factor of safety of the slide mass to 1.0. Yield accelerations were computed using a two-stage approach in UTEXAS4, wherein normal stresses along the failure plane are first calculated under static pre-earthquake conditions and are then held constant during Page 9 of 31 I
GEO.HBIP.02.08 Rev. I I application of the horizontal pseudostatic acceleration to estimate the undrained shear strengths during transient earthquake loading. Dynamic (undrained) soil strengths are listed in Table 8-1. As shown on Figure 8-3 and listed in Table 8-3, the resulting yield acceleration for a safety factor of 1.001 is 0.84. UTEXAS4 input and selected output files are found in Attachment B. All files are also included on the enclosed CD and are listed in Table 8-3.
- 6. Prior to performing finite element analyses, each horizontal component of the surface ground motion provided (White, 2002c) was rotated to the direction of the cross section. Seismic response due to the vertical component of ground motions was not considered in this analysis (Assumption 7). The amount of rotation was determined by calculating the difference between the azimuth of the cross section as shown on Figure 8-1 and the azimuth of the primary source of the ground motions (the Bay Entrance fault, from GEO.HBIP.02.07) as determined in GEO.HBIP.02.07. For section C-C', the difference between its azimuth of N 840 E and the fault azimuth of N 70 W is 2640.
The rotated component along the section is the sum of the projections of the fault normal and fault parallel components along the direction of the section. The formulation is as follows:
CC' = Fp cos(D) + FN sin((D) where Fp and FN are fault parallel and fault normal components of the acceleration time histories, CC' is the component along the section at each time step, and '5 is the difference between the orientation of the section and the fault. Calculations of rotated components were performed in Excel spreadsheets. Excerpts of the spreadsheets along with related time history input and output are found in Attachment C. All files are also included on the enclosed CD and are listed in Table 8-6. The spreadsheets are verified by the following hand check from SET1ROT.XLS (page 4 of Attachment C):
at +0.000 seconds, set 1 FN = - 0.229294E-03 and EP = 0.846349E-04 Then for section C-C' with ¢ = 264 degrees, CC' = 0.846349E-04
- cos (264) + - 0.229294E-03
- sin (264) = 2.19191E-04 checks Then a rigid block Newmark-type analysis was performed with each rotated surface ground motion and the yield acceleration for the critical slide mass determined in.
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GEO.HBIP.02.08 Rev. I I step 5, above, using program DEFORMIP. The positive direction of each ground motion component (south for fault parallel and west for fault normal) was obtained from GEO.HBIP.02.07. Calculated displacements are summarized in Table 8-4.
The two ground motions selected in GEO.HBIP.02.07 (sets 1 and 3), were selected as representative of the range of displacements for further finite element analyses.
All DEFORMP input and output files are included on the enclosed CD and are listed in Table 8-6. Excerpts of these files are not attached, as they are similar to those found in Attachment G. Earthquake motions input at the base of the section were developed from the surface ground motions provided by PG&E (White, 2002c) and preliminary Newmark analysis.
- 7. Earthquake motions input at the base of the section were developed from the rotated surface ground motions determined in step 6, above. Plots of the rotated surface ground motions are shown on Figures 8-5 and 8-6. The surface motions were deconvolved to approximately 85 feet below ground level using program SHAKE (Geomatrix version) and the dynamic properties for layers 1, 2, 3, and 4 listed in Table 8-2, as modified to obtain a "stiff soil" velocity profile (1.22 times velocities or 1.5 times k2 max values in Table 8-2 as described in Input 12) to obtain the motions at depth for use in QUAD4MU analyses. Modulus reduction and damping curves were obtained from GEO.HBIP.02.07 as described in Input 6. The base was modeled as elastic half-space with a shear wave velocity obtained from Table 8-2.
To minimize numerical difficulties encountered in the SHAKE runs as a result of the artificially high energy in the high frequency range of the surface motions, a frequency cutoff of 2.5 Hz was applied during the deconvolution. A second SHAKE deconvolution run was then performed, fixing the soil properties as obtained from the final iteration of the first run, increasing the frequency cutoff applied in the first run to 6 Hz, to obtain the motions at depth for use in QUAD4MU analyses. SHAKE input and selected output files are found in Attachment D. All files are also included on the enclosed CD and are listed in Table 8-6.
- 8. The earthquake-induced seismic coefficient time histories (and their peak values ken) for the critical slide mass were computed using a two-dimensional dynamic finite element analysis program QUAD4MU that is an updated version of program QUAD4M. The program uses equivalent linear strain-dependent modulus and damping properties and an iterative procedure to estimate the non-linear strain-Page 11 of 31 I
GEO.HBIP.02.08 Rev. I I dependent soil properties. The time-step analysis incorporates a Rayleigh damping approach and allows for variable damping in different elements. The option of computing the seismic coefficient time history of a sliding mass in QUAD4M was modified in QUAD4MU and this option was verified in the calculation package GEO.DCPP.01.34, rev. 4.
The QUAD4M analyses reported in GEO.HBIP.01.08, rev. 0 were repeated in this revision using QUAD4MU. The QUAD4MW analyses were performed at the cross section analyzed using the dynamic properties summarized in Table 8-2 from step 3, above, the velocity profile as modified to obtain a "stiffsoil" in step 7, above, and the earthquake motion at the base derived in step 7, above. A finite element representation of the site is shown on Figure 8-4. It includes the potential slide mass having the minimum factor of safety and extends from the ground surface down into the sand layer at a depth of about 85 feet below ground surface. The base of the model is in the dense sand layer and the half-space properties were set the same as in the SHAKE analyses performed in step 7, above. QUAD4MU input and selected output files are found in Attachment E. All files are also included on the enclosed CD and are listed in Table 8-6.
- 9. The seismic coefficient time history of the critical slide mass was output from the QUAD4MU analysis. Plots of the seismic coefficient time histories for each input ground motion are shown in Figures 8-5 and 8-6.
- 10. The surface ground motion calculated at one surface node (76) near the critical section was obtained from QUAD4MU output. This node was selected because it is in the "free field" and can be compared with the input motion in SHAKE (step 7 above) to assess the reasonableness of the QUAD4MU analysis results. The response spectra for the nodal point and input time histories were calculated using program SPECTRAD. Excerpts of SPECTRAD input and output files are found in Attachment F. All files are also included on the enclosed CD. The response spectra are plotted in Figures 8-7 and 8-8. It can be seen that the nodal point spectra conservatively envelope the input time history spectra, providing high confidence that QUAD4MIU response calculations are conservative.
- 11. Newmark displacement analyses, using DEFORMP, were performed to determine the earthquake-induced permanent displacements of the critical section. The analyses utilize the seismic coefficient time histories as calculated in step 9, above, Page 12 of 31 I
GEO.HBIP.02.08 Rev. Il and the yield acceleration of the critical slide mass as calculated in step 3, above.
Results of the Newmark displacement analyses, shown graphically on Figure 8-9 and 8-10, are plotted as values of calculated displacement for ratios of ky to kmax.
For ground motion set 1 and a yield acceleration of 0.84, computed displacements range from 2.6 to 4.7 feet (Figure 8-9). For ground motion set 3, computed displacements range from 2.6 to 9.0 feet (Figure 8-10). Values of computed displacement for each ground motion are listed in Table 8-5. The average displacement for the full range of time-histories used is 4.7 feet. DEFORMP input and selected output files are included in Attachment G. All files are included in the enclosed CD and listed in Table 8-6.
10.0 RESULTS AND CONCLUSIONS This calculation package has estimated static stability and earthquake-induced permanent displacements of the most critical potential slide mass identified along the proposed HBIP transport route. Results of short-term static stability analyses listed in Table 8-3 indicate the safety factor against sliding with transporter load is 1.7. Results of Newmark-type displacement analyses, listed in Table 8-5, indicate a range of potential displacements of the critical slide mass at the selected transport route location from 2.6 to 4.7 feet for ground motion set 1, and from 2.6 to 9.0 feet for ground motion set 3. The average displacement for the full range of time-histories used is 4.7 feet.
11.0 LIMITATIONS There are no limitations on the use of the calculation results.
12.0 IMPACT EVALUATION The results of the displacements presented in Section 10 do not impact other Geosciences calculations.
13.0 REFERENCES
- 1. ASCE, 1986, Seismic Analysis of Safety-Related Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety Related Nuclear Structures, American Society of Civil Engineers, September.
Paae 13 of31 I
GEO.BBIP.02.08 Rev. I I
- 2. GEO.DCPP.01.25, Determination'of seismic coefficient time histories for potential sliding masses along cut slope behind ISFSI pad, rev. 2
- 3. GEO.DCPP.01.34, Verification of computer code QUAD4MU, rev. 4
- 4. GEO.DCPP.01.35, Verification of computer code DEFORMP, rev. 2
- 5. GEO.HBIP.02.02, Determination of liquefaction potential at HBIP ISFSI site, rev. 0.
- 6. GEO.HBIP.02.05, Development of spectrum compatible time histories for the B31P ISFSI, rev. 0.
- 7. GEO.HBIP.02.07, Determination of potential earthquake-induced displacements of critical slides at HBIP ISFSI site, rev. 1. '
- 8. GEO.HBIP.02.09, Verification of computer program UTEXAS4, rev. 0
- 9. Geosciences Work Plan GEO 2002-03, "Development of Slope Stability Calculations for the Humboldt Bay ISFSI, rev. 0.
- 10. Makdisi, F., and Seed, H.B., 1978, Simplified Procedure for Estimating Dam and Embankment Earthquake-Induced Deformations, Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No. GT7, July, pp. 849-867.
- 11. Newmark, N.M., 1965, Effects of earthquakes on dams and embankments:
Geotechnique, v. 15, no. 2, p. 139-160.
- 12. Section 4, Site Geology, Humboldt Bay ISFSI Project Seismic Hazards Analysis, Rev. 0, dated 16 September 2002, of Technical Report TR-HBIP-2002-01.
- 13. White, R., 2002a, letter from Robert White to Faiz Makdisi, Re: proposed transport route for HBPP ISFSI, dated 19 April 2002, with attached site map.
- 14. White, R., 2002b, letter from Robert White to Faiz Makdisi, Re: transmittal of boring logs from previous investigations at HBPP, dated 1 May 2002, with attachments.
- 15. White, R., 2002c, letter from Robert White to Faiz Makdisi, Re: transmittal of preliminary design surface ground motions for use in response analyses, dated 29 July 2002, with enclosed CD.
- 16. White, R., 2002d, letter from Robert White to Faiz Makdisi, Re: excerpt from Humboldt Bay Power Plant December 1985 TPCA HAR, dated 15 November 2002.
- 17. White, R., 2002e, letter from Robert White to Faiz Makdisi, Re: transmittal of final approved time histories for Humboldt Bay ISFSI Project slope stability analyses, dated 27 November 2002.
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- 18. Yan, Liping, Neven Matasovic, and Edward Kavazanjian, Jr., 1996, Seismic response of a block on an inclined plane to vertical and horizontal excitation acting simultaneously, Proceedings, 11I ASCE Conference of Engineering Mechanics, Fort Lauderdale, FL, Volume 2, pp. 1110-1113.
14.0 ATTACHMENTS A. Geosciences transmittals (11 pages)
White, R., 2002a, letter from Robert White to Faiz Makdisi, Re: proposed transport route for HBPP ISFSI, dated 19 April 2002, with attached site map White, R., 2002b, letter from Robert White to Faiz Makdisi, Re: transmittal of boring logs from previous investigations at HBPP, dated 1 May 2002 (without attachments).
White, R., 2002c, letter from Robert White to Faiz Makdisi, Re: transmittal of preliminary design surface ground motions for use in response analyses, dated 29 July 2002 (without enclosed CD).
White, R., 2002d, letter from Robert White to Faiz Makdisi, Re: excerpt from Humboldt Bay Power Plant December 1985 TPCA HAR, dated 15 November 2002.
White, R., 2002e, letter from Robert White to Faiz Makdisi, Re: transmittal of final approved time histories for Humboldt Bay ISFSI Project slope stability analyses, dated 27 November 2002.
B. UTEXAS4 input and excerpts of output files for static and dynamic stability analyses (12 pages)
C. EXCEL spreadsheet excerpts and related excerpts of time histories for rotations (9 pages)
D. SHAKE input and excerpts of output files to obtain motion at base of QUAD4MU section (32 pages)
E. QUAD4MU input and excerpts of output files for response analyses (21 pages)
F. SPECTRAD input and excerpts of output files for calculating response spectra of time histories (10 pages)
G. DEFORMP input and excerpts of output for calculation of displacements (9 pages)
H. .CD-ROM table of contents Page 15 of 31 I
GEO.HBIP.02.08 Rev. I I 15.0 LIST OF TABLES I
Table 8-1 Material properties for post-earthquake stability analyses Table 8-2 Revised shear wave velocity profile for site response analyses Table 8-3 Results of slope stability analyses for Section C-C' Table 8-4 Permanent displacement versus yield acceleration assuming rotated surface motion equal to seismic coefficient time hstory Table 8-5 Permanent displacement versus yield acceleration (seismic coefficients from QUAD4M)
Table 8-6 List of files for ground motion response and displacement analyses 16.0 LIST OF FIGURES I
Figure 8-1 Site and boring location plan with proposed ISFSI transport route Figure 8-2 Fence diagram of borings in vicinity of Section C-C' along transport route Figure 8-3 Section C-C': Slide mass having minimum factor of safety Figure 8-4 Finite element mesh and slide mass having minimum factor of safety for sections C-C' Figure 8-5 Time Histories, Section C-C', Set 1 Ground Motion Figure 8-6 Time Histories, Section C-C', Set 3 Ground Motion Figure 8-7 Spectral Accelerations (5% Damped), Section C-C', Set 1 Ground Motion Figure 8-8 Spectral Accelerations (5% Damped), Section C-C', Set 3 Ground Motion Figure 8-9 Permanent Displacement vs. Yield Acceleration, Section C-C', Set I Ground Motion Figure 8-10 Permanent Displacement vs. Yield Acceleration, Section C-C', Set 3 Ground Motion 17.0 ENCLOSURE I
CD labeled "GEO.HBIP.02.08, rev. 1, 7/18/2003," containing the files listed in Tables 8-I 3, 8-4, and 8-6 (all ASCII files unless otherwise noted). The CD is located with this calculation in Geosciences' project-designated file cabinets. The CD table of contents is included in Attachment H.
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GEO.HBIP.02.08 Rev. I I
.%.. TABLE 8-1 MATERIAL PROPERTIES FOR POST-EARTHQUAKE STABILITY ANALYSES Unit Weight Effectie Strength Undrained Strength Laye T." Cohesion Friction Angle Cohesion Friction Angle Layer No. Material O c' (ps) ' (degree) c (psf) * (degree)
(FMn.8-3) _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _
5 Stiff Sandy Clay 125 125 0 30 900 0 3,4 Very Stiff Clay 123 123 0 30 2000 0 2 Denseto Very Dense Silty 125 128 0 37 1500* 37*
Sand _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
1 Hard Silt and Silty Clay 128 128 0 30 3000 0
- Undsained strngth of dense sand is limited to 9 ksf.
Source: Table 7-2 of Calculation GEO.HBIP.02.07 (except layer 5)
Page 17 of 31
GEO.HBIP.02.08 Rev. I I TABLE 8-2 Revised Shear Wave Velocity Profile for Site Response Analysis (based on LM. Idriss Interpretation on May 24, 2002)
Layer Depth Density Shear Wave No. * (ft) Description (pc) Velocity (fps) K2,,, Modulus Reduction and Damping Curves I-a (5) 0-15 Silty Clay 125 750 -- Vucetic and Dobry (1991) P1=15 1-b (5) 15-20 Silty Clay 125 750 Vucetic and Dobry (1991) P1=15 I-c (3) 20-25 Silty Clay 125 1,000 . Vucetic and Dobry (1991) PI=15 2-a (2) 25-30 Sand with Gravel 130 1,000 80 EPRI-0l993) Depth = 20-50 feet 2-b (2) 30-40 Sand with Gravel 13Q 1,150 100 EPRI (1993) Depth = 20-50 feet 2-c (2) 40-50 Sand with Gravel 130 1,150 80 EPRI (1993) Depth = 20-50 feet 3 (1) 50-60 Silty Clay '130 1,500 - Vucetic and Dobry (1991) PI=15 4-a 60-90 Sand with Gravel 130 1,500 125 EPRI (1993) Depth = 50-120 feet 4-b 90-135 Sand 130 1,750 130 EPRI (1993) Depth = 50-120 feet 5 135-150 Sand with Gravel 130 2,000 140 EPRI (1993) Depth = 120-250 feet 6 150-215 Silty Clay 130 1,550 - Vucetic and Dobry (1991) PI = 15 7 215-260 Silty Sand 130 1,650 100 EPRI (1993) Depth = 120-250 feet 8a 260-320 Gravelly Sand 130 2,000 120 EPRI (1993) Depth = 250-500 feet 8b 320-400 Silty Sand 130 1,800 100 EPRI (1993) Depth = 250-500 feet 9 400-450 Silty Sand** 130 1,900 - EPRI (1993) Depth = 250-500 feet 10 450-500 Silty Sand** 130 2,000 _ EPRI (1993) Depth = 250-500 feet 11 500-600 Silty Sand** 130 2,100 EPRI (1993) Depth = > 500 feet 12 600+ Half space 135 5,000 -
Notes:
- Layer numbers in parentheses are those assigned in Figure 8-3 and fisted in Table 8-1 for stability analyses.
- Extrapolated from bottom of boring.
Layers 2b and 2c k2,,, values modified slightly to 90 and 85, respectively, in analyses to be consistent with modifications to the shear wave velocities.
Pane 18 of31 I
GEO.HBIP.02.08 Rev. I I Table 8-3 Results of slope stability analyses for Section C-C' Section long term static yield acceleration, UTEXAS4 static UTEXAS4 dynamic factor of safetk, input/output files input/output files transport3.txt transport3(dyn).txt C-C' 1.73 0.84 transport3.out transport3(d ).out All files are ASCII text and are found on the CD enclosed with the calculation. Excerpts are found in Attachment B.
Table 8-4 Permanent displacement versus yield acceleration assuming rotated surface motion equal to seismic coefficient time history Displacement computer inoutroutput files Ikl l l Displacement (It) spreadsheet rotated motion DEFORMP input DEFORMP output Section C-C j__'.xIs) ('._M)_ ('.inp) (-.dat) 0.84 Set 1 2640 Positive 5.7 setlrot s.co s1cc s1cpc
_ Negative 5.5 setirot sic s1cn s1cn Set 2 2640 Positive 2.1 set2rot s2cc: s2cp s2Cp Negative 8.5 set2rot s2cc s2cn s2cn Set 3 264e Positive 1.7 set3rot s3cc . s3cp s3cp Negative 10.8 set3rot s3cc s3cn s3cn et 264 Positive 1.4 set4rot s4cc s4cp
_S _ Negative 9.8 set4rot s4cc s4cns4cn 4 All files on CD-ROM enclosed with calculation.
Spreadsheet ('.xls) files are Excel files. All others are ASCII text.
Page 19 of 31 I
GEO.HBIP.02.08 Rev. II Table 8-5 Permanent Displacement versus Yield Acceleration (seismic coefficients from QUAD4MU)
Yield Acceleration, Ky Kmax Ky/Kmax Displacement (ft)
F
~~~~~~~08Set 1 - 2640 11.86 1_0.47 42.7 0.4Set 1+- 2640 1.79 0.47 42.7 I 3+
S~~~~~~~~~et2640 (2.05 0.41 9.0
£ JJ~~~~~~~~~et.3
- 2640 1.79 0.47 2.6 Pagm 20 of 31 I
GEO.HBIP.02.08 Rev. I I TABLE 8-6 List of files for ground motion response and displacement analyses ROTATED MOTIONS (excerpts in Attachment C) rotated surface motion SHAKE (excerpts in Attachment D)
Section C-C SET I SET 3 Input TRIC.NP TR3CINP SICC.ACS S3CC.ACS rotated surface motion TRICLINP TR3C11NP Output TRIC.OUT T1R3C.OUT TRIC.PUN TR3C.PUN TRICLOUT TR3CLOUT TRICLPUN TR3CLPUN rotated outcrop motion QUAD4MU (excerpts in Attachnt E)
Section C-C' SET I SET 3 Input TRIC.Q41 TR3C.Q41 TRICLO25 TR3CLO25 rotated outcrop motion HBSOILNW.DAT BBSOLNW.DAT Output TRICQ40 TR3CQ4O TRICOO.QSC TR3CO0.QSC seismic coeff. motion Acceleration Time TRICOO.Q4A TR3COO.Q4A node 51 History Outputs at TRICOI.Q4A TR3COI.Q4A node 76 Ground Surface TRIC02.Q4A TR3C02.Q4A node 101 (excerpts not attached) TRIC03.Q4A TR3C03.Q4A node 765
. TRICD4.Q4A TR3C04.Q4A node 821 TRIC05.Q4A TR3CO5.Q4A node 961
_ TRIC06.Q4A TR3C06.Q4A node 1114 SPECTRAD (excerpts in Attachment F)
Section C-C SET I SET 3 Input SPECTRAI.INP SPECTRALI.NP SPECIRA2INP SPECTRA2.TIP SPECTRA3.INP SPECTRA3.INP Output SICC.050 S3CC.050 rotated surface spectra TRICOOA. 050 TR3C00A. 050 node 51 at free field TRICOIA. 050 TR3COIA. 050 node 76 at free field DEFORMP (excerpts in Attachment G)
Note: All files are ASCII text included on the CD-ROM enclosed with the calculation.
Page 21 of 31 I
Approximate location ol0 \sa
.. _ -- ~~transport route in vicinity S/i11l 0\\( /g 2 R<t1\1// ......................... ~>/> =
-, ~(Irom White, 2002a) - & ,- -it.:'
.r,,t ;>v;,,<C~~ff~e10)0>l@@g/
41t /Dto~cll-a \; . si-,n0 ;
li^-.1 1 l tIRM-5~"0 1'g a~ l ' ti2; Xn 2 n
,7.1')1111
,filtlfowl j lCl; MIIONS VAS ITwRU l5^71 I(4/1Jel Note:
Irom ig.
'3as 4-14 o map Sectlon 4of TR*HBIP2Al 801A'
.6. I IIr ,. I SIA Fluea1 lt 4 n olg oa~npa wl rpsd SS rnpotrue an-n"Ll) URN I/A A 7~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_
mu o
O(
t'.)
0 LA 0
~I co 0
Q (
( C C 2
C 1
0 EU 0 a)
C.) -1
-2 0 10 20 30 40 50 60 70 80 2
0n 1
CU IQ -I 0 a) t'3 0%. a) 0 C) -1
-2 0 10 20 30 40 50 60 70 80 2
3; 1
0 I--
a) a)
0 0
4,%
-1 ai0
-2 0 10 20 30 40 50 60 70 80 P Time (sec) -
wD (1
Figure 8-5. Time Histories, Section C-C', Set 1 Ground Motion. trlcc.grf
2 I
- 0) 0 a)
C.)
-1
-2 0 10 20 30 40 50 60 70 80 2
1 C
0M 0
PQ C) to "I' a)
C) -1 0 C)
-2 0 10 20 30 40 50 60 70 80 9 I a I a a Iii [ I I I II I I I II I I I
I I
I.,
I I. I.. .
I. .. .
I CD Rotated Design Motion at Free Field I1-4-
0 C) a) -1 -
0
-2 _ I I I I
a I I I
I Ii II...
I , I I I . . . . .
....... . . . I .I , . .
I I I I I 0 10 20 30 40 50 60 70 80 Time (sec) 00 Figure 8-6. Time Histories, Section C-C', Set 3 Ground Motion. tr3cc.grf i
GEO.HBIP.02.08 Rev. I 6
5 4
0)1 C
0)
C.)
-a 3 C),
C.,
co-2 1
0 0.01 0.1 I sp-sl cca.grf 10 Period (see)
Figure 8-7. Spectral Accelerations (5% Damped), Section C-C', Set 1 Ground Motion.
Page 28 of 31
GEO.NBIP.02.08 Rev. I 1\
I I I~I I it I I
!Il I 6
5 4
0)
I-0 20I C,,
3 c1) 3 Q0 2
1 0
0.01 0.1 1 10 Period (sec) sp..s3cca.grf Figure 8-8. Spectral Accelerations (5% Damped), Section C-C', Set 3 Ground Motion.
Page 29 of 31
GEO.BBIP.02.08 Rev. 1 100.00 _
Positive Direc
____ ____ - -- - - Negative Dire 10.00 _ _ MA _ D _ _ _
E 1.00 _ _ _X ___X_
- 0. ___ __ __ ____ __X___
0.10 =
0.01 -
0.0 0.2 0.4 0.6 0..8 1.0 ky/kmax Figure 8-9. Permanent Displacement versus Yield Acceleration Section C-C', Set 1 Ground Motion Page 30 of 31
GEO.HBIP.02.08 Rev. I 100.00 Positive Direction, Kmax = 2.05 X= ZZ Negative Direction, Kmax= 1.79
-\\ - --.
10.00 i.
_AS \, = === =~~-A-
- 0. 1.00
=0 0.10 0.01 0.0 0.2 0.4 0.6 0.8 1.0 ky/kmax Figure 8-10. Permanent Displacement versus Yield Acceleration Section C-C', Set 3 Ground Motion Page 31 of 31
GEO.HBIP.02.O0 Rev. 0 Attachment A Attachment A Transmittals (see Attachments section for list of transmittals) page I of II
GEO.HBIP.02.08 Rev. 0 Pacific Gas and Electric Company Geosciences Attachment A 245 Market Screet. Room 418 Mail Code N-tC P.O. Box 770000 San Francisco. CA 94177 415/973-2792 Fax 415/973-5778
_ FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 9461 19 April 2002 Re: Proposed transport route for HBPP ISFSI DR MAKDISI:
As a followup to my letter to you dated 21 March 2002 regarding preparation of preliminary transport route stability calculations for HBPP ISFSI, please find attached one copy of a memo dated 28 March 2002 from Roy Willis to myself and attached figure showing the proposed transport route. Please use this figure to determine location of transporter load.
Also attached is a portion of a figure from an approved PG&E drawing showing the configuration of the discharge canal as constructed adjacent to the proposed transport route. Please use this figure, in conjunction with topography shown on the figure attached to Roy Willis' memo above, to construct the transport route cross section for stability analysis. As shown on the figure, the canal slopes were excavated at a slope of 2 horizontal to 1 vertical to a depth of elevation -6 (MLLW). The width of the canal bottom is shown as 20 feet.
If you have any questions, please call.
ROBERT K. WHITE Attachments cc: Larry Pulley (w/ attachments) paag yo II le-fmJ.doc:rkw:4119/0
GEO.J-iBIP.02.08 Rev. 0 Attachment A Date: March 28, 2002 File a 72.10.05 To: Robert White From: Roy Willis, Project Manager
Subject:
Humboldt Bay ISFSI Project Transmittal of Transport Route Layout PacificGas and
, Electric Company
Dear Rob,
Attached for your use in slope stability investigations concerning the transport route for the Humboldt Bay ISFSI isa transport route layout showing two proposed alternatives.
The existing roadway near the discharge canal is preferred (shown as Alt 1). This roadway is 20 feet wide, and is constrained by the canal on the east and the Unit 3 hillside on the west. The alternate route using a modified roadway inside the Unit 3 restricted area is the second choice (shown as Alt 2). The exact location of the connection of this route to the existing roadway is somewhat flexible, but would be within 20 feet of the plotted location due to the physical constraints of the site.
Please contact Mr. L. Pulley if you have any questions or need additional information on this matter.
oy Wi is Project Manager Humboldt Bay ISFSI Project cc: LBPulley HBPP HBIP File No. 72.10.05 pagee 3 of II
'\. I y
) . I toil I is. I knit 110l.2 I *64sd
- 1. I I I I
I iI I
Transport noule Alternatives. 3/20/2002
-t H8P.02.V6 Rev. 0
.Hb coOLJ Is
-1 .. .- - I- l-'.
'..- - -,c . -
- 1
/o . .--
aI l
i Erorr. Aw- 5 A4V106, e'-
,ky~~~~~~~~~~~~~~~~
3.?
j -JO s,.
- 2. '10. r!E z*Jf.1Id3DC O I03/4*
r- J s J.j.
- , r-dFp.
I- . 1.
-J page 5 of 11 0
Pacific Gas and Electric Company Geosciences GEO.HBIP.02.08 Rev. 0 245 Market Street. Room 41 B Attachment A Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 415/973-2792 Fax 415/973-5778 FAIZ MAKDISI GEOMATRDC CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 I May 2002 Re: Transmittal of boring logs from previous investigations at HBPP DR. MAKDISI:
Please find enclosed the following items:
Los for borings I through IOA performed in 1973, including boring log key, (14 pages total) from Dames and Moore report entitled 'Evaluation of Liquefaction Potential, Humboldt Bay Power Power Plant, for the Pacific Gas and Electric Company," dated May, 1974 (cover of report preceeds boring logs).
2-page excerpt from boring P4 performed in 1976, from Earth Sciences Associates report entitled "Humboldt Bay Power Plant Site, Geology Investigation, Appendix F m," dated 1976-1977 (cover of report preceeds boring log).
Figure E-29 from Woodward-Clyde Consultants report entitled "Evaluation of the Potential for Resolving the Geologic and Seismic Issues at the Humboldt Bay Power Plant Unit No. 3, Appendixes," dated October 1, 1980 (cover of report preceeds figure).
Logs for borings CH4 (16 pages) and CH-5 (28 pages) summarized on Figure E-29, above.
Originals of these logs are located in box 24521 at PG&E's Records Center.
Locations of these borings are shown on Figure 4-2 of the Humboldt Bay Power Plant ISFSI Site Seismic Hazards Analysis, Section 4.0, Site Geology, transmitted to me on 18 March 2002 by Bert Swan and John Wesling.
If you have any questions, please call.
ROBERT K. WHITE Attachments page I 1t2fm4.doc:rkw:S/1/02 page 6 of 11
Pacific Gas and Electric Company Geosciences GEO A Rev. 4 taBP.02.09 Attachment i 245 Marker Street, Room 4183 Mail Code N4C P.O. Box 770000 San Francisco, CA 947 415/973-2792 Fax 41S1973-5778
_ ¶ FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 29 July 2002 Re: Transmittal-of preliminary ground motions for Humboldt ISFS[ Project slope stability analyses
Dear Faiz:
Please find enclosed a CD with four sets of time histories (fault parallel and fault normal components) for use in Humboldt ISFSI slope stability analyses. These time histories are preliminary until otherwise noted, but you are authorized to proceed with their use in your analyses.
As described in the readme.txt file on the CD, the CD was assembled from the following sources:
fault parallel component of Set 1, Set 3, and Set 4 C:\hbpp\motion\7-24-02\Source\setI_ ac C:\hbpp\notions\7-204-2\Source\set3_fp.acc C:\hbpp\modons\7-24-02\Source\set4_fp.acc fault parallel component of Set 2a C:\hbpp\motions\7-26-02\Source\set2afp .acc fault normal component with fling of Set 1, Set 2a, Set 3, and Set 4 C:\hbpp\motions\7-26-02\Source\setl fn_flingg bc.acc C:\hbpp\motions\7-26-02\Source\set3a_flu_fling bc.acc C:\hbpp~nuotions\7-26.02\.Source\s*et3 fn_fling jc.acc C :\hbpp\motions\7-26-02\Source\setlfl-_flin&..bc.acc page 7 of 1 Icr2fmI2.docrkw
Transmirral of preliminary ground motions F Attachme Let me know if you have any questions.
ROBERT K. WHITE Enclosure cc: Larry Pulley w/o page 2 d2fmAcrw page 8of 11
GEO.HBIP.02.08 Rev. 0 Pacific Gas and Electric Company Geosciences Attachment A 245 Marker Screet, Room 4188 Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 4151973-2792 Fax 415/973-S778
!_ FAIZ MAKDISI GEOMATRIX CONSULTANTS 21 01 WEBSTER STREET OAKLAND, CA 94612 15 November 2002 Re: Excerpt from Humboldt Bay Ppwer Plant December 1985 TPCA HAR FAIZ MAKDISI:
Please find attached a 9-page excerpt from the Humboldt Bay Power Plant December 1985 Toxic Pits Cleanup Act Hydrogeologic Assessment Report for your use as needed in the preparation of slope stability calculations for the HBIP. The excerpt includes a discussion of water levels as determined from monitoring wells installed in the vicinity of the wastewater holding ponds located east of the discharge canal. Page 4-7, in particular, states that "water levels ... range between 4 and 7 feet below ground surface," and that "this zone appears to respond only slightly to tidal cycles."
_ If you have any questions regarding this attachment, please call.
Thanks.
ROB WHITE Attachment Irr2fml5.doc page 9ofI I
GEO.HBIP.02.08 Rev. 0 Pacific Gas and Electric Company Geosciences Attachment A 245 Market Street, Room 418B Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 415/973-2792 Fax 4151973-5778 FAIZ MAKDISI I lGEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 27 November 2002 Re: Transmittal of final approved time histories for Humboldt ISFSI Project slope stability analyses
Dear Faiz:
Please find enclosed a CD with four sets of time histories (fault parallel and fault normal components) for use in Humboldt ISFSI slope stability analyses. These time histories are final and approved as developed in Calculation GEO.HBIP.02.05 and are identical to those provided previously (in my 29 July 2002 letter to you) for your use in your analyses.
The CD includes the-following files:
fault parallel components setlfp.acc set2_fp.acc set3jkp.acc set4_fp.acc fault normal components setl_fif.acc set2_fnf.acc set3_fnf.acc set4_fnf.acc Please verify that these time histories are the same as those used in your analyses.
page 1 Irr2fmI7.docrkw page 10 of 11
Transmittal of final approved time histories Faiz Makdisi GEO.HBIP.02.08 Rev. 0 Attachment A Let me know if you have any questions.
rI,-,ab to- E tb ROBERT K. WHITE Enclosure cc: Larry Pulley w/o page 2 irr2fmi7.docrkw page 11 of 11
GEO.HBIP.02.08 Rev. 0 Attachment B Attachment B UTEXAS4 I~~~~~~~~~~~~~~~~~~~~~
Input and Output Excerpts (see Table 8-3 for listing of files) page. of 12
GEO.HBIP.02.08 Rev. 0 Attachment B transport3.txt GRA HEAding follows -
EST. OF YIELD ACC. (Static Loading, Search)
HBPP ISFSI - Transport Road PROfile line data follow -
1 1 Silty clay
-330 -33 40 -33 2 2 Clayey sand
-330 -12 40 -12 3 3 silty sandy clay (sat)
-330 4
-120 4
-100 -6
-80 -6
- -60 4 40 4
- 4 4 Silty sandy clay (unsat)
-330 6
-124 6
-120 4 5 5 Silty sandy clay (weaker)
-330 11.7
-295 11.7
-283 20
-251 20
-235 22
-195 22
-165 20
-154 13
-138 13
-124 6 6 4 Silty sandy clay (unsat) - II
-60 4
-56 6 40 6 7 5 Silty sandy clay (weaker)
-56 6
-42 13
-26 13
-20 9 40 9 MATerial property data follow (for first stage) 1 Silty clay 128 - unit weight Conventional shear strengths 0 30 Piezometric Line 1
2 Clayey sand 128 - unit weight Conventional shear strengths 0 37 Piezometric Line 1
3 Silty sandy clay (sat) 125 - unit weight Conventional shear strength 0 30 Piezometric Line 1
4 Silty sandy clay (unsat) 125 - unit weight Conventional shear strength Page 1 page 2 of 12
8 GEO.HBIP.02.0 Rev. 0 Attachment B transport3-txt 0 30 No pore pressures s Silty sandy clay 125
- unit weight Conventional shear strength o 30 No pore pressures PlEzometric line data follow -
1 Piezometric Line
-330 6
-124 6
-100 -6
-80 -6
-S6 6 40 6 DIS SURface pressures to follow
-330 11.7 0.0 0
-29S 11.7 0.0 0
-283 20 0.0 0
-251 20: 0.0 0
-235 22 0.0 0
-218 22 0.0 0
-218 22 800.0 0
-196 22 goo . o 0
-196 22 0.0 0
-195 22 0.0 0
-165 20 0.0 0
-154 13 0.0 0
-138 13 0.0 0
-124 6 0.0 0
-120 4 0.0 0
-100 -6 0.0 0 6 0.0 0
-60 4 0.0 0
-56 6 0.0 0
-42 13 0.0 0
-26 13 0.0 0
-20 9 0.0 0 40 9 0.0 0 ANAlysis/computation data follow -
Circle Search 2 50 50
-186.0 152.0
-186.0 52.0
-86.0 52.0
-86.0 152.0 5 331.1
,Point
-218.0 22.0 COMpute Page 2 page 3 of 12
transport3 .out GEO.HBIP.02.08 Atcmn Rev. 0 Attachment B TABLE NO. 1 COMPUTER PROGRAM DESIGNATION: UTEXAS4 Originally Coded By Stephen G. Wright Version No. 4.0.0.8 - Last Revision Date: 07/27/2001 (C) Copyright 1985-2000 S. G. Wright - All rights reserved
- RESULTS OF COMPUTATIONS PERFORMED USING THIS SOFTWARE *
- SHOULD NOT BE USED FOR DESIGN PURPOSES UNLESS THEY HAVE
- BEEN VERIFIED BY INDEPENDENT ANALYSES, EXPERIMENTAL DATA *
- OR FIELD EXPERIENCE. THE USER SHOULD UNDERSTAND THE ALGORITHMS *
- AND ANALYTICAL PROCEDURES USED IN THIS SOFTWARE AND MUST HAVE *
- READ ALL DOCUMENTATION FOR THIS SOFTWARE BEFORE ATTEMPTING *
- TO USE IT. NEITHER SHINOAK SOFTWARE NOR STEPHEN G. WRIGHT *
- IMPLIED, CONCERNING THE ACCURACY, RELIABILITY, USEFULNESS *
- OR ADAPTABILITY OF THIS SOFTWARE.
- UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Wed Sep 11 09:41:51 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\transport road\transport3.txt EST. OF YIELD ACC. (Static Loading, Search)
HBPP ISFSI - Transport Road TABLE NO. 3
- NEW PROFILE LINE DATA
- Profile
Line No. 1 - Material Type (Number): 1-
Description:
Silty clay Point X Y 1 -330.00 -33.00 2 40.00 -33.00
Line No. 2 - Material Type Profile (Number) : 2-
==
Description:==
Clayey sand Point X Y 1 -330.00 -12.00 2 40.00 -12.00
Line No. 3 - Material Type (Number): 3 -----
Profile
==
Description:==
___Silty_______sandy_______c___ay______sat)___
==
Description:==
Silty sandy clay (sat) page 4 of 12
GEO.HBIP.02.08 Rev. 0 transportlout Attachment B UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Wed Sep 11 09:41:51 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\transport road\transport3.txt EST. OF YIELD ACC. (Static Loading, Search)
HBPP ISFSI - Transport Road TABLE NO. 38
- FINAL
SUMMARY
OF COMPUTATIONS WITH FIXED-GRID
- Number of circles attempted: 2500 Number of circles for which F calculated: 2165 Circle with Lowest Factor of Safety:
X coordinate for center: -122.73 Y coordinate for center: 139.76 Radius of circle: 151.465 Factor of safety: 1.732 Side force inclination: -13.70 Time Required for Computations: 108.0 seconds page 5 of 12
GEO.HBIP.02.08 Rev. 0 Attachment B transport3(dyn).txt GRA HEAding follows -
EST. OF YIELD ACC. (Dynamic Loading)
HBPP ISFSI - Transport Road PROfile line data follow -
1 1 silty clay
-330 -33 40 -33 2 2 Clayey sand
-330 -12 40 -12 3 3 Silty sandy clay (sat)
-330 4
-120 4
-100 -6 6
-60 4 40 4 4 4 Silty sandy clay (unsat)
-330 6
- -124 6
-120 4 5 5 Silty sandy clay (weaker)
-330 11.7
-295 11.7
-283 20
-251 20
-235 22
-19S 22
-165 20
-154 13
-138 13
-124 6 6 4 Silty sandy clay (unsat) - II
-60 4
-56 6 40 6 7 S Silty sandy clay (weaker)
-56 6
-42 13
-26 13
-20 9 40 9 MATerial property data follow (for first stage) 1 Silty clay 128 = unit weight Conventional shear strengths 0 30 Piezometric Line 1
2 Clayey sand 128 = unit weight Conventional shear strengths 0 37 Piezometric Line 1
3 Silty sandy clay (sat) 125 = unit weight Conventional shear strength 0 30 Piezometric Line 1
4 Silty sandy clay (unsat) 125 = unit weight Conventional shear strength Page 1 page 6 of 12
GEO.HBIP.02.08 Rev. 0 Attachment B transport3(dyn).txt GRA HEAding follows -
EST. OF YIELD ACC. (Dynamic Loading)
HBPP ISFSI - Transport Road PROfile line data follow -
1 1 silty clay
-330 -33 40 -33 2 2 Clayey sand
-330 -12 40 -12 3 3 Silty sandy clay (sat)
-330 4
-1204
-100 -6
-80 -6
-60 4 40 4 4 4 Silty sandy clay (unsat)
-330 6
- -124 6
-120 4 55 Silty sandy clay (weaker)
-330 11.7
-295 11.7
-283 20
-251 20
-235 22
-195 22
-165 20
-154 13
-138 13
-124 6 6 4 Silty sandy clay (unsat) - II
-60 4
-SE 6 40 3 7 S Silty sandy clay (weaker)
-56 6
-42 13
-26 13
-20 9 40 9 MATerial property data follow (for first stage) a Silty clay 128 = unit weight Conventional shear strengths 0 30 Piezometric Line 1
2 Clayey sand 128 = unit weight Conventional shear strengths 0 37 Piezometric Line 1
3 Silty sandy clay (sat) 125 = unit weight Conventional shear strength 0 30 Piezometric Line 1
4 Silty sandy clay (unsat) 125 = unit weight Conventional shear strength Page 1 page 6 of 12
GEO.HBIP.02.08 Rev. 0 Attachment B transport3(dyn).txt 125 - unit weight Conventional shear strength 900 0 No pore pressures PIEzometric line data follow -
1 Piezometric Line
-330 6
-124 6
-100 -6
-80 -6
-56 6 40 6 DIS SURface pressures to follow
-330 11.7 0.0 0
-295 11.7 0.0 0
-283 20 0.0 0
-251 20 0.0 0
-235 22 0.0 0
-218 22 0.0 0
-218 22 800.0 0
-196 22 800.0 0
-196 22 0.0 0
-19S 22 0.0 0
-165 20 0.0 0
-154 13 0.0 0
-138 13 0.0 0
-124 6 0.0 0
-120 4 0.0 0
-100 -6 0.0 0 6 0.0 0
-60 4 0.0 0
-56 6 0.0 0
-42 13 0.0 0
-26 13 0.0 0
-20 9 0.0 0 40 9 0.0 0 ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.0 COMpute HEAding follows -
SEISMIC COEFFICIENT = 0.609 ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.60 CoMpute HEAding follows -
SEISMIC COEFFXCIENT = O.68g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.68 COMpute HEAding follows -
SEISMIC COEFFICIENT
- 0.69g ANAlysis/comDutation data follow -
Page 3 page 8 of 12
GEO.HBIP.02.08 Rev. 0 Attachment B transpo=3 (dyn).txt Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.69 COMpute HEAding follows -
SEISMIC COEFFICIENT - 0.70g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.70 COMpute HzAding follows SEISMIC COEFFICIENT
- 0.71g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.71 CoMpute HEAding follows -
SEISMIC COEFFICIENT
- O.74g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO- stage computations SEIsmic Coefficient follows -
0.74 CoMpute HEAding follows -
SEISMIC COEFFICIENT = 0.75g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.75 COMpute HEAding follows -
SEISMIC COEFFICIENT - 0.78g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.78 CoMpute HEAding follows -
SEISMIC COEFFICIENT = 0.80g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.80 COMpute HEAding follows -
Page 4 page 9 of 12
a GEO.HBIP.02.08 Rev. 0 Attachment B transport3(dyn).txt SEISMIC COEFFICIENT
- 0.839 ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.83 COMpute HEAding follows -
SEISMIC COEFFICIENT
- 0.84g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.84 COMpute HEAding follows -
SEISMIC COEFFICIENT = 0.85g ANAlysi-s/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
O.8S COMpute HEAding follows -
SEISMIC COEFFICIENT
- 0.90g ANAlysis/computation data follow -
Circle
-122.73 139.76 151.465 TWO-stage computations SEIsmic Coefficient follows -
0.90 COMpute Page 5 page 10 of 12
GEO.HBIP.02.08 Rev. 0 transpor3(dyn).out Attachment B TABLE NO. 1 COMPUTER PROGRAM DESIGNATION: UTEXAS4 Originally Coded By Stephen G. Wright Version No. 4.0.0.8 - Last Revision Date: 07/27/2001 (C) Copyright 1985-2000 S. G. Wright - All rights reserved
- ***** *** **************** ****** *** *t *** * ** ****** ****'***** ** t** *** *S
- RESULTS OF COMPUTATIONS PERFORMED USING THIS SOFTWARE *
- SHOULD NOT BE USED FOR DESIGN PURPOSES UNLESS THEY HAVE *
- BEEN VERIFIED BY INDEPENDENT ANALYSES, EXPERIMENTAL DATA *
- OR FIELD EXPERIENCE. THE USER SHOULD UNDERSTAND THE ALGORITHMS *
- AND ANALYTICAL PROCEDURES USED IN THIS SOFTWARE AND MUST HAVE *
- READ ALL DOCUMENTATION FOR THIS SOFTWARE BEFORE ATTEMPTING *
- TO USE IT. NEITHER SHINOAK SOFTWARE NOR STEPHEN G. WRIGHT *
- IMPLIED, CONCERNING THE ACCURACY, RELIABILITY, USEFULNESS *
- OR ADAPTABILITY OF THIS SOFTWARE. *
- **************** ****************t* ***** ******** ************ **** **
- UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Wed Sep 11 09:41:51 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\transport road\transport3(dyn).txt EST. OF YIELD ACC. (Dynamic Loading)
HBPP ISFSI - Transport Road TABLE NO. 3
- NEW PROFILE LINE DATA
- Profile----- Line No. 1 - Material Type (Number): 1 -----
Description:
Silty clay Point X Y 1 -330.00 -33.00 2 40.00 -33.00 Profile -----Line No. 2 - Material Type (Number): 2-
==
Description:==
Clayey sand Point X Y 1 -330.00 -12.00 2 40.00 -12.00
Profile Line No. 3 - Material Type (Number): 3 -----
==
Description:==
__________Silty_____sandy_____clay____(sat)___
==
Description:==
Silty sandy clay (sat) page 11 of 12
GEO.HBIP.02.08 Rev. 0 transpor3(dyn).out Attachment B UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Wed Sep 11 09:41:51 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\transport road\transport3(dyn) .txt SEISMIC COEFFICIENT = 0.84g TABLE NO. 51 22222222222222222222222222222222222222222222222222222222222222 2 Information for the Iterative Solution for the Factor of 2 2 Safety and Side Force Inclination by Spencer's Procedure 2 2 Second Stage of Multi-Stage Computations 2 22222222222222222222222222222222222222222222222222222222222222 Allowable force imbalance for convergence: 3 Allowable moment imbalance for convergence: 398 Trial Trial Factor Side Force Force Moment Delta Iter- of Inclination Imbalance Imbalance Delta-F Theta ation Safety (degrees) (lbs.) (ft.-lbs.) (degrees) 1 3.00000 -17.1887 -1.869e+005 -7.784e+006 First-order corrections to F and Theta -6.2393 -2.0570 Reduced values - Deltas were too large -0.5000 -0.1648 2 2.50000 -17.3536 -1.690e+005 -7.011e+006 First-order corrections to F and Theta -3.9113 -2.2072 Reduced values - Deltas were too large -0.5000 -0.2822 3 2.00000 -17.6357 -1.419e+005 -5.838e+006 First-order corrections to F and Theta -2.0977 -2.4816 Reduced values - Deltas were too large -0.5000 -0.5915 4 1.50000 -18.2272 -9.679e+004 -3.835e+006 First-order corrections to F and Theta -0.7976 -3.1479 Reduced values - Deltas were too large -0.5000 -1.9733 5 1.00000 -20.2005 -5.487e+003 5.146e+005 First-order corrections to F and Theta -0.0024 -7.7321 Reduced values - Deltas were too large -0.0009 -2.8648 6 0.99911 -23.0653 -3.400e+003 3.358e+005 First-order corrections to F and Theta 0.0003 -5.2283 Reduced values - Deltas were too large 0.0001 -2.8648 7 0.99925 -25.9301 -1.468e+003 1.623e+005 First-order corrections to F and Theta ............ 0.0012 -2.5108 Second-order corrections to F and Theta ........... 0.0014 -2.5329 8 1.00069 -28.4630 4.976e+000 2.381e+002 First-order corrections to F and Theta ............ 0.0000 0.0012 Second-order corrections to F and Theta .......... 0.0000 0.0012 9 1.00070 -28.4619 -3.232e-009 -3.621e-007 First-order corrections to F and Theta ............ -0.0000 0 .0000 page 12 of 12
GEO.HBrP.02.08 Rev. 0 Attachment C Attachment C Excel spreadsheets for rotation of ground motions Input and Output Excerpts (see Table 84 for listing of files) page 1 of 9
GEO.HB[P.02.08 Rev. 0
^--earn+fr^ C=1
.L I CXI CI I_1__LII._D,.^WW Of- Arr' Attachment C VA~t.,It HIIUIII
- SetTarget:syn-soil.f.fn.target with fling Time history matched to spectrum:
15999 0.0050 -0.229147E-03
-0.223550E-03 -0.229094E-03 -0.223487E-03
-0 .229294E-03 -0.224390E-03
-0.229336E-03 -0.223855E-03 -0.229787E-03
-0.223613E-03 -0.232339E-03
-0.225157E-03 -0.231215E-03 -0.226102E-03
-0.230386E-03 -0 .230249E-03
-0 .233588E-03 -0.228632E-03 -0.235142E-03
-0.227288E-03 -0.241022E-03
-0.232066E-03 -0.238817E-03 -0.234145E-03
-0.236864E-03 -0.241495E-03
-0. 243395E-03 -0.238807E-03 -0.245884E-03
-0.236413E-03 -0.254651E-03
-0.244246E-03 -0.251533E-03 -0.247175E-03
-0.248729E-03 -0.256783E-03
-0.257843E-03 -0.253486E-03 -0.261235E-03
-0.250273E-03 -0.271630E-03
-0.260206E-03 -0.268007E-03 -0.263681_-03
-0.264584E-03 -0.274559E-03
-0.275294E-03 -0.270832E-03 -0.278990E-03
-0.267283E-03 -0.291013E-03
-0.278402E-03 -0.286781E-03 -0.282455E-03
-0.282823E--03 -0.296126E-03
-0.295402E-03 -0.291181E-03 -0.300190E-03
-0.286592E-03 -0.318397E-03
-0.301670E-03 -0.311519E-03 -0.307897E-03
-0.305524E-03 -0.333895E-03
-0.326303E-03 -0.323762E-03 -0.335701E-03
-0.315247E-03 -0.376252E-03
-0.346075E-03 -0.360218E-03 -0.360523E-03
-0.346936E-03 -0.423901E-03
-0.395456E-03 -0.398869E-03 -0.418462E-03
-0.377984E-03 -0.516931E-03
-0.453595E-03 -0.478207E-03 -0.488927E-03
-0.445783E-03 -.0.639193E-03
-0.562637E-03 -0.580529E-03 -0.616681E-03
-0.530885E-03 -0.843743E-03
-0.708262E-03 -0.755459E-03 -0.789637E-03
-0.680458E-03 -0.112451E-02
-0.946706E-03 -0.996004E-03 -0.106645E-02
-0.884872E-03 -0. 154504E-02
-0.127246E-02 -0.136307E-02 -0.144256E-02
-0.120442E-02 -0.210406E-02
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-0.163649E-02 -0.286132E-02
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-0.302554E-02 -0.492982E-02
-0.422747E-02 -0.446183E-02 -0.468422E-02
-0.401747E-02 -0.616168E-02
-0.541544E-02 -0. 565526E-02 -0.591629E-02
-0.516166E-02 -0.744709E-02
-0.667408E-02 -0.693941E-02 -0.718543E-02
-0.642670E-02 -0.863254E-02
-0.794174E-02 -0.817253E-02 -0.841529E-02
-0.768743E-02 -0.963823E-02
-0.906052E-02 -0.926999E-02 -0. 945059E-02
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-0.995543E-02 -0.100840E-01 -0.102163E-01
-0.979415E-02 -0.106164E-01
-0.104819E-01 -0.105503E-0l -0.10582BE-Ol
-0.104158E-01 -0.104666E-01
-0.106122E-01 -0.105744E-01 -0.105387E-01
-0.106143E-01 -0.101120E-01
-0.103237E-01 -0.102604E-01 -0.101772E-01
-0.104049E-01 -0.970049E-02
-0.995858E-02 -0.986912E-02 -0.979552E-02
-O .100269E-0l -0.923177E-02
-0.952000E-02 -0.943348E-02 -0.932491E-02
-0. 962132E-02 -0.867611E-02
-0.901673E-02 -0.889766E-02 -0.879676E-02
-0.911617E-02 -0.811415E-02
-0.844963E-02 -0.834400E-02 -0.821873E-02
-0.857227E-02 -0.752993E-02
-0.788357E-02 -0.775852E-02 -0.765436E-02
-0 .799109E-02 -0.694225E-02
-0.729536E-02 -0.718669E-02 -0.705691E-02
-0.742220E-02 -0.630227E-02
-0.669035E-02 -0.655364E-02 -0.643793E-02
-0.680785E-02 -0.571606E-02
-0.605374E-02 -0.594674E-02 -0. 582127E-02
-0.618394E-02 -0.505088E-02
-0.547319E-02 -0.532766E-02 -0.519778E-02
-0.559048E-02 -0.446215E-02
-0.479185E-02 -0.468349E-02 -0.456200E-02
-0.492677E-02 -0.400697E-02
-0.42617OE-02 -0.416951E-02 -0 .409738--02
-0.434717E-02 -0.337151E-02
-0.380086E-02 -0.366709E-02 -0.350959E-02
-0.392759E-02
-0.298585E-02 -0.289639E-02 -0.278173E-02
-0.321811E-02 -0.310082E-02
-0.237170E-02 -0.221641E-02 -0.209618E-02
-0.266854E-02 -0.251629E-02
-0. 175294E-02 -0.166631E-02 -0.156121E-02
-0.196766E-02 -0.186455E-02
-0.131026E-02 -0.123749E-02 -0.117680E-02
-0.147448E-02 -0.137473E-02
-0.936637E-03 -0.829810E-03 -0.675218E-03
-0.109511E-02 -0.103207E-02
-0.316318E-03 -0.146984E-03 -0.181598E-04
-0.552515E-03 -0.438832E-03 0.476160E-03 0. 620776E-03 0.764238E-03 0.129649E-03 0.291706E-03 0.114212E-02 0 122014E-02 0.123253E-02 0.883014E-03 0.102947E-02 0.115399E-02 0.122255E-02 0.132640E-02 0.122738E-02 0.116480E-02 0.154784E-02 0.164371E-02 0.171542E-02 0.137092E-02 0.145429E-02 page 2 of 9
GEO.HBIP.02.08 Rev. 0 excerpt from SET1-FP.ACC Artachment C Time history matched to spectrtum::: :SetTarget:syn-soil-fp.target 15999 0.005 0.8446420E-04 0.8533738E-04 0.8411581E-04 0.8463494E-0 4 0.8557436E-04 0.8425167E-04 0.8468197E-04 0.8343122E-04 0.8502627E-0 4 0.8373128E-04 0.8248642E-04 0. 8320599E-04 0. 8191102E-04 0.8302161E-0 4 0.8380364E-04 0.8053489E-04 0.811B34SE-04 0.8264518E-0 4 0.8125173E-04 0.8194326E-04 0.778864SE-04 4 0.8037340E-04 0.7888639E-04 0.7946053E-04 0.7973206E-0
- 0. 7561302E-04 0.7591857E-04 0.7841137--0'4 0.7684257E-0A -0.772888,2E-04 0.7249483E-04 0.7255279E-04 0.7053700E-04 0.7417986E-0 4 0.7439942E-04 0.6472483E-04 0.6784354E-04 0.6535441E-04 0.7043326E-0. 4 0.6816033E-04 0.5778150E-04 0.5626687E-04 0.5254105E-04 0.6190810E-0'4 0.6094987E-04 0.3461682E-04 0.4619401E-04 0.4333875E-04 0.3828163E-04 0.5051518E-0,I 0.1690374E-04 0.1126713E-04 0.3187306E-05 0.2858950E-0,I 0.2392414E-04
-0. 4073107E-04
-0.3637756E-0!5 -0.1279903E-04 -0.2078118E-04 -0.3123907E-04
-0.9109884E-04 -0.1069015E-03
-0.5277447E-04I -0.6404075E-04 -0.7787955E-04
-0.1782679E-03 -0.1984070E-03
-0.1221885E-013-0.1402065E-03 -0.1579095E-03
-0.269867BE-03 -0.295571BE-03 -0.3242673E-03
-0.2213169E-033-0.2441649E-03 4890091E-03
-0.4530162E-03.
- -0 .3532368E-03I -0.3851977E-03 -0.4176312E-03 -0.7003594E-03
-0.6539085E-03
.-0.5280261E-03I -0.5677465E-03 -0.6103755E-03
-0.7478 1
89E-03 -0.7983329E-03 -0.8499182E-03 -0.9044437E-03 -0.9602386E-03
-0.1275487E-02
-0.1018891E-022 -0.1079022E-02 -0.1142305E-02 -0.1207374E-02
-0.1494517E-02 -0.1573446E-02 -0.1654789E-02
-0.1345596E-022 -0.1418949E-02 -0.2109376E-02
-0.1918140E-02 -0.2011863E-02
-0.1739598E-02 -0.1827031E-02
-0.2534396E-02 -0.2649748E-02
-0.2210145E-02 -0.2314694E-02 -0.2422497E-02
-0.32B6731E-02
-0.2769102E-02 -0.2892130E-02 -0.3019359E-02 -0.3150787E-02
-0.3871234E-02 -0.4026382E-02
-0.3426864E-02 -0.3571102E-02 -0.3719226E-02
-0.4671691E-02 -0.4835869E-02
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-0.5328225E-02 -0.5492403E-02 -0.56563BlE-02
-0.4999743E-02 -0.5163826E-02
-0.6142636E-02 -0.6300525E-02 -0.6455998E-02
-0.5820045E-02 -0.598202BE-02
-0.7167940E-02
-0.6607797E-02 -0.6755909E-02 -0.6898678E-02 -0.7036617E-02
-0.7622443E-02 -0.7715967E-02
-0.7293058E-02 -0.7410626E-02 -0.7520950E-02
-0.8041088E-02
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-0.8114232E-02 -0.8105590E-02
-0.8075907E-02 -0.8099290E-02 -0.8112594E-02
-0.7958033E-02 - -0.7893836E-02
-0.8084979E-02 -0.8053961E-02 -0.BO10880E-02
-0.7683836E-02 -0.7612195E-02 - -0.7540554E-02
-0.7824610E-02 -0.7753914E-02
- -0.7167100E-02
-0 .7467642E-02 -0.7395160E-02 -0.7320568E-02 -0.7245041E-02
- 0.6757527E-02
-0.7088623E-02 -0.7007742E-02 -0.6926020E-02 -0.6842188E-02
-0.6403320E-02 - 0.6310259E-02
-0.6670754E-02 -0.6583259E-02 -0.6493767E-02
-0.5923081E-02 - 0.5822670E-02
-0.6215926E-02 -0.6119610E-02 -0.6022443E-02
--0.5406408E-02 - -0.5298845E-02
-0. 5720358E-02 -0.5617216E-02 -0.5512174E-02
-0.4969461E-02 --0.4855399E-02 - 0.4741853E-02
-0.5190769E-02 -0.5080278E-02
--0.4398082E-02 --0.4271200E-02 - 0.4118079E-02
-0.462632lE-02 -0.4508679E-02
- 0.3502800E-02
-0.3987627E-02 -0.3871570E-02 --0.3747103E -0.3624327E-02
- -0.3014718E-02 - 0.2893621E-02
-0 .3379603E-02 -0.3258286E-02 -.0.3135825E-02
- -0.2421499E-02 - *0.2305537E-02
-0.2774299E-02 -0.2655723E-02 --0.2538816E-02
-0.1958617E-02 - -0.1842550E-02 - *0.1727019E-02
-0.2189901E-02 -0.2075094E - -0.1392688E-02 - 0.1281766E-02 -i 0.1172115E-02
-0.1614312E-02 -0.1502655E-02
- -0.8590376E-03 - 0.7611397E-03 - 2.6624029E-03
-0.1064028E-02 -0.9599383E-03
- 0.2779623E-03 -r 0.1865745E-03
-0.5640537E-03 -0.4668804E 0.3720696E-03 0.8668201E-04 0.1747189E-03 0.2602635E-03
-0.9504001E-04 -0.4096365E-05 0.4943798E-03 0.5727792E-03 10.6512741E-03 0.3402798E-03 0.4177131E-03 0.8803830E-03 0.9508022E-03 C0.1020308E-02 0.7300828E-03 0.8059096E-03 0.1216330E-02 0.1276537E-02 C0.1339359E-02 0.1088755E-02 0.1155294E-02 0.1548214E-02 0.1618396E-02 Co.1685218E-02 0.1407651E-02 0.147688BE-02 0.1870974E-02 0.1930551E-02 C0.1990012E-02 0.1747315E-02 0.1810137E-02 0.2173878E-02 0.2240385E-02 c0.2305632E-02 0.2049589E-02 0.2109061E-02 0.2503042E-02 D.2577634E-02 0 .2654631E-02
- 0. 2367928E-02 0.2433490E-02 page 3 of 9
GEO.HBIP.02.08 Rev. 0 excerpt from SETI ROT.XLS Attachment C Setl:
Acceleration Time Histories deg 264 NPTS = 15999 DT = 0.005 FN FP c-c' (4 rotate)
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si from ~~~~~~~GEO.HBIP.02.O08 Rev.
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GEOHBI.0208 ev.0 excerpt from SET3 FN FLING-BC.ACC soil_fn.target with fling Time history matched to spectrum: :-:SetTarget::syn 15999 0.0050 0.326473E-03 0.322672E.-03 0.326305E-03 0.326925E-03 0.322966E-03 0.322872E-03 0.326715E-03 0.323292E-03 0.322578E-03 0.326379E-03 0.32825BE-03 0.325098E-03 0-329424E-03 0.327355E-03 0.324016E-03 0.327922E-03 0.332616E-03 0.3249781E-03 0.326410E-03 0.330862E-03 0.336774E-03 0.3341L49E-03 0.339294E-03 0.334579E-03 0.331860E-03 0.339556-7-03 0.345069E-03 0.342693E-03 0.336732E-03 %0.342108E-03 0.35177BE-03 0.349447E-03 0.355453E-03 0.348313E-03 0.345898E-03 0.357112E-03 0.363486E-03 0.361333E-03 0.353143E-03 0.359391E-03 0.372621E-03 0.370479E-03 0.377398E-03 0.367843E-03 0.365733E-03 0.380569E-03 0.388014E-03 0.366176E-03 0.375372E-03 0.382554E-03 0.400110_r-03 0.398535E-03 0.406914E-03 0.393883E-03 0.392089E-03 0.412920E.-03 0.422212E-03 0.421131E-03 0.405318E-03 0.414211E-03 0.440598E-03 0.440041E-03 0.451087E-03 0.430938E-03 0.430203E-03 0.463005E-03 0.475563E-03 0.976476Z-03 0.450951E-03 0.462690E-03 0.505771E-03 0.508060E-03 0.523611E-03 0.489853E-03 0.491334E-03 0.547719E-03 0..565,810E-03 0.570850E-03
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GEO.HBIP.02.08 Rev. 0 excerpt from SET3_FP.ACC Attachment C Time history matched to spectrum::::SetTarget:syn-soil-fp.target 15999 0.005 0.2639553E-04 0.2413792E-04 0.2645517E-04 0.2646084E-0 4 0.2414023E-04 0.2424880E-04 0.2658285E-04 0.2435149E-04 0.2413456E-04 0.2646861E-04 0.2697208E-04 0.2479638E-04 0.2721558E-04 0.2669299E-0 4 0.2458764E-04 0.2554891E-04 0. 2802376E-04 0 . 2602341E-04 0.2515327E-0 4 0.2761962E-04 0.2916795E-04 0.2720760E-04 0.2987764E-04 0.2856850E-0 4 0.2652940E-04 0.2878974E-04 0.3158474E-04 0. 2976508E-04
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GEO.HBIP.02.08 Rev. 0 excerpt from SET3ROT.XLS Attachment C Set3:
Acceleration Time Histores deg 264 NPTS = 15999 DT = 0.005 FN FP c-c' (o rotate)
T-ime (sec) Fault Normal Fault Parallel 0.000 .326925E-03 .264608E-04 -.327900E-03 0.005 .322966E-03 .241402E-04 -.323720E-03 0.010 .326473E-03 .263955E-04 -.327444E-03 0.015 .322672E-03 .241379E-04 -.323427E-03 0.020 .326305E-03 .264552E-04 -.327283E-03 0.025 .322578E-03 .241346E-04 -.323334E-03 0.030 .326379E-03 .264686E-04 -.327358E03 0.035 .322872E-03 .242488E-04 -.323638E-03
.I I 0.040 .326715E-03 .265829E-04 -.327704E-03 *.
0.045 .323292E-03 .243515E-04 -.324066E-03 0.050. .327355E-03 .266930E-04 -.328352E-03 0.055 .324016E-03 .245876E-04 -.324811 E-03 0.060 .32825BE-03 269721 E-04 -.329279E-03 0.065 .325098E-03 .247964E-04 -.325909E-03 0.070 .329424E-03 .272156E-04 -.330464E-03 0.075 .32641 OE-03 .251533E-04 -.327251 E-03 0.080 .330862E03 .276196E-04 -.331937E-03 0.085 .327922E-03 .255489E-04 -.328796E-03 0.090 .33261 6E-03 .280238E-04 -.333723E-03 0.095 .329781 E-03 .260234E-04 -.330695E-03 0.100 .334579E-03 .285685E-04 -.335732E-03 0.105 .331860E-03 .265294E-04 -.332815E-03 0.110 .336774E-03 .291680E-04 -.337978E-03 0.115 .334149E-03 .272076E-04 .335162E-03 0.120 .339294E-03 .298776E-04 -.340558E-03 0.125 .336732E-03 .279792E-04 -.337812E-03 0.130 .3421 08E-03 .306566E-04 .343438E-03 0.135 .339556E-03 .287897E-04 -.340705E-03 0.140 .345069E-03 .315847E-04 -.346480E-03 0.145 .342643E-03 .297651 E-04 -.343877E-03 0.150 .348313E-03 .325832E-04 -.349811 E-03 0.155 .345898E-03 .308496E-04 -.347228E-03 0.160 .35177BE-03 .337465E-04 -.353378E-03 0.165 .349447E-03 .320434E-04 -.350882E-03 0.170 .355453E-03 .349561 E-04 -.357160E-03 0.175 .353143E-03 .333946E-04 -.354699E-03 0.180 .359391 E-03 .363850E-04 -.361225E-03 0.185 .357112E-03 .347838E-04 -.358792E-03 0.190 .363486E-03 .378528E-04 -.365451 E-03 0.195 .361333E-03 .363692E-04 -.363155E-03 0.200 .367843E-03 .394625E-04 -.369953E-03 0.205 .365733E-03 .380565E-04 -.367707E-03 0.210 .372621 E-03 .413325E-04 -.374900E-03 0.215 .370479E-03 .399034E-04 -.372621 E-03 0.220 .377398E-03 .432119E-04 -.379847E-03 page 8 of 9
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.3442701-02 .5302243-02 .6615591-02 .8025221-02 .1022161-01
-.2632713-02 -.7261103-03 .1546493-02
. 1662941-01 .3480531-01 .1408673-01 .1413973-01 .1402971-01
.1120593-01 .1190363-01 .1475811-01
.1351643-01 .1333601-01 .1281992-01 .1219121O-01 .1331123-01
.1411593-01 .1361993-01 .1334721-01
.1298981-01 .1235843-01 .1073643-01 .9971771-02 .9439271-02
.1310263-01 .1262103-01 .1260583-01
.1067261-01 .1071512-81 .1204821-01 .1284813Z-01 .1221701-01
.7833163-02 .7800573-02 .9834463-02 -
.9800293-02 .9198853-02 .7856783-02 .6712681-02 .6378291-02
.1171323-01 .1131761-01 .1040903-01 page 9 of 9
GEO.HBIP.02.08 Rev. 0 Attachment D Attachment D SHAKE
-l .-...
Input and Output Excerpts (see Table 8-6 for listing of files) page 1 of 32
GEO.HBIP.02.08 Rev. 0 TR1 C.INP Attachment D 16384 0.5 a
7 1 10 100.
11 100. #1 modulus for Clay PI 15 (Vucetic and Dobry 1991) 0.00316 0.01 0.0316 0.1 0.316 0.0001 0.000316 0.001
- 1. 3.16 10.
1.000 .94 .82 .64 .40 .21 1.000 1.000
.09 .04 .02 11 1. damping for Clay PI 15 (Vucetic & Dobry 1991) 0.00316 0.01 0.0316 0.1 0.316 0.000: L 0.000316 0.001
- 1. 3.16 10.
1.7 2.6 4.5 7.8 11.7 16.3 1.7 1.7 20.2 23.0 23.0 11 100. #2 modulus for San d (20 to 50 f t) ItEPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0 . 0001 0.0003
- 1. 3. 10.
0.991 0.95:3 0.830 0.620 0.364 0.181 1.000 0.999 0.071 0.025 0.010 11 1. damping for Sand (20 tc 50 ft) (EPRI 1993) 0.001 0.00' 0.01 0.03 0.1 0.3 0.0001L 0.0003
- 1. 3. 10.
1.300 1.455 2.08( 3.750 6.925 12.600 18. 9 05 1.250 24.840 ) 27.2 28.9 11 100. #3 modulus for Sancd (50 to 120 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
1.000 0.995 0.972 0.879 0.701 0.442 0.23 0 1.000 0.097 0.037 0.014 11 1. damping for Sand t(50 tc 120 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
1.145 1.300 1.665 2.865 5.415 10.465 16.560 1.090 22.915 25.5 27.0 11 100. #4 modulus for Sandd (120 to 250 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
1.000 0.996 0.980 0.910 0.756 0.510 0.283 1.000 0.122 0.050 0.019 11 1. damping for Sand 120 t o 250 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
0.935 1.090 1.455 2.340 4.375 8.695 14. 580 0.935 21.250 23.8 25.5 11 :100. #5 modulus for Sand (250 to 500 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1- 0.3 0.0001
- 1. 3. 10.
1.000 0.997 0.986 0.932 0.809 0.573 0.338 1.000 0.152 0.067 0.025 11 1. damping for Sand t250 tc o 500 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
0.800 0.900 L.145 1.875 3.490 7.185 12.705 0.800 19.270 22.4 24.0 11 1 .00. #6 modulus for Sand (> SC)0 ft) (EPRI 1993) 0.0003 0.001 ).003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
1.000 0.998 ).991 0.955 0.860 0 .658 0.417 1.000 0.207 0.083 0.032 11 1. damping for Sand (> - 500 ft) (EPRI 1993) 0.0003 0.001 C).003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
0.625 0.625 C0.850 1.280 2.500 5.520 10.260 0.570 16.770 20.2 22.5 page 2 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D TR1 C.NP Weathered Rock 0.3
- 1. 100. #7 modulus for 2.01 0.03 0.1 0.001 0.003 0.0001 0.0003
- 3. 10. 0.75 0.55
- 1. 0.990 2.960 0.900 1.000 1.000 1.000 0.2 0.12 0.34 Rock 11 1. damping for Weathered 0.1 0.3 0.003 ).01 0.03 0.0003 0.001 0.0001
- 3. 10. 9 18 15.5
- 1. 2.8 5.1 0.8 1.4 0.24 0.42
- 25. 28.
21.
2 ISFSI, 08/ 2002 1 25 4 Transporter Route, HBPP, .125 915. 1.
.O0 1.
1 I 1 1.0 915.
.05 .125 1 1 2.0 915. 1.
2 .05 .125 1 3.0 1.
3 1 .05 .125 9215.
1 2.0 1.
4 1 .05 .125 915.
1 2.0 1.
5 1 .05 .125 915.
1 2.0 1.
6 1 .125 915.
2.0 .05 1.
7 1 1 .125 915 .
.05 1.
8 1 1 2.0 1220.
.05 .130 1 1 2.0 1.
9 .05 .130 1220.
1 1 3.0 1.
10 .05 .130 1220.
1 1 3.0 1. 120. 1.
11 .05 .130 2 1 5.0 1. 135. 1.
12 .05 .130 2 1 4.0 1. 135. 1.
13 .05 .130 2 1 4.0 1. 128. 1.
14 .05 .130 2 1 4.0 1. 12S. 1.
15 .05 .130 2 1 4.0 1.
16 .05 .130 1830.
1 1 5.0 1.
17 .05 .130 1830.
1 1 5.0 1. 188. 1.
18 .05 .130 3 1 5.0 1. 188. 1.
19 .05 .130 3 1 5.0 1. 188. 1.
20 .05 .130 3 1 5.0 1. 188. 1.
21 .05 .130 22 3 I 5.0 1. 188. 1.
.05 .130 3 1 5.0 1. 188. 1.
23 .05 .1330 24 3 1 5.0 1800. 1.
.05 .130 25 1 08/2002
.005 2(8EI5.7) SET 1, SECTION C-C, 1599916384 2.5 1.
S1CC.AC8 3
1 0 4
30 2. 0.65 0
5 12 13 14 15 7 8 9 10 11 1 3 4 5 6 1 1 1 1 2 1 1 1 1 1 1 1 1 1 0 0 0 1 0 0 0 0 0
.0 0 0 0 1 0 0 0 5
21 22 23 24 25 25 17 18 19 20 16 1 1 1 1 1 0 1 I 1 1 1 0 0 0 0 0 1 0 0 0 0 0
0 page 3 of 32
excerpt from Si1 CC-AC8 GEO.HBlP.02.O8 Rev. 0 Attachment D 8.tl:
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- .2714093-01 -.1023 131-01 - .1543301-01 .1791661-01
-.3481921-01 - . 02497E-02 -.456569-02
- .304l60E-01 - .246157E-01 - .1991673-01 -.1289611-01
-.367809E-01 -.3539571-01 .4113573-01 .3880891-01
.139605-01 .2363441-01 .3265821-01 .3956971-01
.1754963-02 .7459553-03 -.3353053-01 -.2678333-01
-.5577453-02 - .22.9830E-01 - .3354713-01
.2955713-01 .1687411-01 .6553503-02 -.4230571-01
- .5532341-02 - .1357571-01 - .2376293-01 -.3053643-01
- .2284843-01 - .1891253-01 -.1270153-01 -.3317563-01
- .215687E-01 - .1830091-01 - .1507901-01 -.1900033-01
-. 4594433-01 - .4092101-01 - .2960461-01
- .211800t-01 -.152687-01 -.9177643-02
-.5157483-01 - .4087843-01 - .3352491-01
- .4667161-01 -.5259903E-01 .3083103-01 .3711863-03
.2444573-02 .4451273-02 .1268053-01 .2197333-03
-.2354781-0.2 .260031A-02 .3647033-01 .3892923-01
.3288651-01 .3139471-01 .3128521-01 .3285261-01
.3854571-01 .3621401-01 -.1218453-01 -.1174251-01 2219-01 .1172031-01 .4210143-02 -.54 68453-02
.3855303-01 .33442o30 page 4 of 32
excerpt from TR1 C.OUT GEO.HBIP.02.08 Rev. 0 Attachment D SHAXKE -- A COMPUTER PROGRAM FOR EARTHQUAKE RESPONSE ANALYSIS OF HORIZONTALLY LAYERED SITES MS-DOS VERSION - CONVERTED TO IBM-PC BY Shyh-Shiun Lai, 1CC January 1985 (Modified to Use 16384 Points and 100 Soil Layers, S.J. Chiou. August 1995)
Output file nae TRIC.OUT Start tixe :19 . -
Start time: 19 . --
MAX. NUMBER OF TERMS IN FOURIER TRANSFORM . 16384 NECESSARY LENGTH OF BLANX COMMON X - 102419 EARTH PRESSURE AT REST FOR SAND 0.500
...... OPTION1 B... READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN CURVES FOR RELATION STRAIN VERSUS SHEAR MODULUS AND DAMPINC HATI, TYPE STRAIN 1%) MOO RED CO STRAIN (t) DAMP FACTR 1 0.000100 1.000 0.000100 1.7 1 0.000316 1.000 0.000316 1.7 1 0.001000 1.000 0.001000 1.7 1 0.003160 0.840 0.003160 2.6 1 0.010000 0.820 0.010000 4.5 1 0.031600 0.640 0.031600 7.8 1 0.100000 0.400 0.1000000 11.7 1 0.316000 0.210 0.116000 16.3 1 1.000000 0.090 1.000000 20.2 1 3.160000 0.040 3.160000 23.0 1 10.000000 0.020 20.O00000 23.0 MKTL TYPE STRAIN (t) ROD RED CO STRAIN (t1 DAMP FACTR 2 0.000100 1.000 0.000100 1.3 2 0.000300 0.999 0.000300 1.3 2 0.001000 0.g91 0.001000 1.5 2 0.003000 0.953 0.003000 2.1 2 0.010000 0.830 0.010000 3.8 2 0.030000 0.620 0.030D00 6.9 2 0.100000 0.364 0.100000 12.6 2 0.300000 0.16 O.300000 18.9 2 1.000000 0.071 - .000000 24.8 2 3.000000 0.025 3.000000 27.2 2 10.000000 0.010 10.000000 28.9 MATL TYPE STRAIN C') HOD RAD Co STRAIN M') DAMP FAC-R 3 0.000100 1.000 0.000100 1.1 3 0.000300 1.000 I o000300 1.1 3 0.001000 0.995 0.001000 1.3 3 0.003000 0.972 0.003000 1.7 3 0.010000 0.879 0.010000 2.9 3 0.030000 0.701 0.030000 5.4 3 0.100000 0.442 0.100000 10.5 3 0.300000 0.230 0.300000 16.6 3 1.000000 0.097 1.000000 22.9 3 3.000000 0.037 3.000000 25.5 3 10.000000 0.014 10.000000 27.0 MATL TYPE STRAIN t') MOD RED CO STRAIN 1%) DAMP FACTR 4 0.000100 1.000 0.000100 0.9 4 0.000300 1.000 0.000300 0.9 0 0.001000 0.996 0.001000 1.1 4 0.003000 0.900 0.003000 1.5 A 0.010000 0.910 0.010000 2.3 4 0.030000 0.756 0.030000 4.4 4 0.100000 08.7 0.510 0.100000 0 ,0300000 0.283 0.300000 14.6 4 1.000000 0.122 1.000000 21.3 4 3.000000 0.050 3.000000 23.8 4 10.000000 0.019 10.000000 2S.5 page 5 of 32
GEO.HBIP.02.08 Rev. 0 excerpt from TRi C.OUT Attachment D STP0IN t
- MODRED CO STRAIN (MI DAHP FACTR KATL TYPE 0.8 0.000100 1.000 0.000100 S O.8 S 0.000300 1.000 0.000300 0.001000 0.9 5 0 . 001000 0.997 0.003000 1.1
- 0. 003000 0.986 S 0 0 10000 1.9 O.010000 0.932 5 0.030000 3.5 0.030000 0.809 S 0.573 0.100000 7.2
- 0. 100000 5 0.338 0.300000 12.7 0.300000 S 1.000000 19.3 1.000000 0.152 S 0.067 3 .000000 22.4 3 .000000 S 10. 000000 24.0 10.000000 0.025 OD RED CO STRAIN C%) DA"P FACTI MAL, TYPE STRAIN (%) 0.6 6 0.000100 1.000 0.000100 0.000300 0.6 6 0.000300 1.000 0.998 0.001000 0.6 6 0 .001000
- 0. 003 000 0.9 6 0.001000 0.991 0.955 0. 010Q0Q 1.3
- 0. 010000 6 0.860 0.030000 2.5 0.030000 6 0.100000 5.5
- 0. 100000 0.658 6 0.417 0.300000 10.3 0.300000 6 0.207 1.000000 16.8 1.000000 0.083 3.000000 . _ 20.2 6 3.000000 0.032 10. 000000 22 .5 6 10.000000 MOD RED CO H*)
STRAIN DAMP FACTS1 KATI. ITYP STRAIN ( )
1.000 0.000100 0.2 7 0.000100 0.000300 0.4 7 Q. 000300 1.000 1.000 0.001000 0.8 7 0. 001000 1.4 0.003000 0.990 0.003000 7- 2.8 0.010000 0.960 0.010000 7 5.1 7 0.030000 0.900 0.030000 0.750 0.100000 9.8
- 0. 100000 7 0.100000 0.550 0.300000 15.5 7 0.340 1.000000 21.0 1.000000 7 3.000000 0.200 3.000000 25.0 7 0. 120 10.000000 28.0 10.000000
- 2. ..... OPTION 2 '
RED SOIL PROFILE IDENTIFICAi:TION Transporter Route. HBPP. ISFSI, 08/
NEW SOIL PROFILE NO. 1 ON10EBERor LAYERS 25 DEPTH TO BEDROCE 85.00 4 DEPTH TO WATER LEVEL 6.00 NU"=BER OF FIRST SUBMERCEDLAYER DAMPING UNIT WEICTR SNRAKVEL SVX DE:PTH EFF. PRESS. tlODULVS LAYER TYPE KU-MOD THICKNESS 0.1250 915.000 915.000 0.50 0.063 3250.097 0.0500 1 I 3250.097 1.00 0.1250 915.000 915.000 2.00 0.250 3250.097 O.0500 2 1 1250.091 2.00 0.1250 915.000 915.000 4.50 0.563 3250.097 0.0500 3 1 3250.097 3.00 0.1250 915.000 915.000 7.00 0.813 -3250.097 0.0500 4 2 3250.097 2.00 0.1250 915.000 915.000 9 .00 0.938 3250.097 0.0500 S 1 3250.091 2.00 0.0500 0.1250 915.000 915.000 2.00 11.00 1.063 3250.097 6 1 1250.097 0. 1258 915.000 915.000 13 .00 1.180 3250.097 0. 0500 7 I 3250.097 2.00 0. 12 50 915.000 915.000
- 15. 00 1.313 3250.097 O.0500 a 1 1150.097 2.00 0.1300 1220.000 1220.000 17.00 1.444 6009.068 0.0500 9 1 6009.06S 2.00 0.1300 1220.000 1220.000 15.50 1.613 6009.068 0.0500 10 2 6009. 066 3 .D0 0. 1300 1220.000 1220.000 22.50 1.E815 6009.068 0.0500 211 1 6009.068 3.D00 0.1300 1052.791 1052.791 26.50 2.086 4474.783 0 .0500 12 2 t474.783 5.00 0. 1300 1155.311 1155.313 31.00 2.390 5388.738 0.0500 13 2 5308. 138 4.00 0.1300 1186.689 1186.689 35.00 2.660 5685.408 0.0500 14 2 5685. '08 4.00 0.0500 0.1300 1183.818 1183.818 2.931 5657 .928 is 2 5657.928 4.00 39.00 43.00 3.201 5913.175 0.0500 0. 12300 1210.226 1210.226 16 2 5913.175 4.00 1330.000 1830.000 3.505 13520.403 0.0500 0.1300 17 I 13520.403 5.00 47.50 1830.000 1830.000 3.843 13520.403 0.0500 0. 1300 18 1 13520.403 5.00 52.50 1567.988 1567.988
- 4. 1l1 9925.974 0. 0 500 0.1300 19 3 9925.974 5.00 57.50 1598.757 1598.757 4.519 10319.356 0 .0500 0.1300 20 3 10319.2 56 5. 00 62 .50 1627.846 1627.846 4.857 10698.285 0.0500 0.1300 21 3 10698.205 5.00 67.50 1655.454 1055.454 S.19S 11064.243 O.0500 0.1300 22 3 11064.243 5.00 72.50 1681.746 1681.746 5.533 11418.479 0.0500 0.1300 23 3 l8.479 114 5.00 77. 50 1706.859 1706.859 5.871 11762 .051 0.0500 0. 1300 24 3 11762. 051 5.00 82. S0 1800.
13081. 0.050 0.1300 25 RASE PERIOD
- 0.25 FROMAVERAGESHEARVEL. . 1366.
MAXIMUMAMPLIFICATION
- 13.99 FOR FREQUENCY
- 4.42 C/SEC.
PERIOD
- 0.23 SEC.
1......QOPTION I . READ INPUT MOTION EARTHOUAKE - SECTION C-C. 08/2002 page 6 of 32
GEO.HBIP.02.08 Rev. 0 excerpt from TR1C.OUT Attachment D 0.0050 15999 ACCELERATION VALUES AT TINE INTERVAL AS READ FROM CARDS THE VALUES ARE LISTED ROW BY NOW TOTAL oF16384 VALUES TRAILING ZEROS ARE ADDED TO GIVE A MAXIMUM ACCELERATION
- 1.66333 AT TIME
- 23.25 SEC FACTOR = 1.000 THE VALUES WILL BE NULTIPLIED BY A
- 1.668e3 TO GIVE NEW MAXINUn ACCELERATION WEAN SQUARE FREQUENCY . 0.94 C/SEC.
2.50 C/SEC.
WAX ACCELERATION . 1. 59292 FOR FREQUENCIES REnOVED ABOVE RIED WHERE OBJECT MOTION IS GIVEN I...... OPTION 3 "'
LUYIR NUMBER I OOTCROPPINC OBJECT NOT1014 IN I...... OPTION 4 * OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES
- 30 XAXI0P( NUMBER OF ITERATIONS
. 2.o0o-MAXIMUM EPROR IN PERCENT 0. 65 FACTOR ro0 EFFECTIVE STRAIN IN TIME DOMAIN .
- SECTION C-C. 08/2002 EaRTHIQUARE TZnxporter Route, HBPP. ISFSI, 08/
SOIL PROFILE -
ITERATION NUMBER 1 DOMAIN WITH EFF. STRAIN - .65C MAX. STRAIN OMt IN THE TIM THE CALCULATION HAS SEEN CARRIED G USED ERROR NEW VS DAMP USED ERROR NEW C DEPTH 1FF. STRAIN NEW DAHP.
LAYER TYPE 3250 .097 -3.8 898.206
- 0. 022 0 .050 -122.7 3131. 889 I 0.5 0. 00201 3250.097 -18.7 840.007 1 0.041 0.050 -20.8 2739. 170 2 I 2.0 0.00803 3250 .097 -37 .5 700.381 0.062 o.050 19.3 23 64.3109 3 1 4.5 0.01807 3250.097 -51. 9 742.397 0.075 0.050 33 .0 2139.572 I 7.0 0. 02 811 3250.097 -63 .4 715.855 S 0.083 0.050 39.4 1989. 317 9.0 0.03613 3250.097 -75.3 691.016
- 0. 0a9 0.050 44.0 1853.659 6 11.0 0.04415 .805 3250.097 -84.7 669.650 0.050 47 .3 170 13.0 0.05215 0:095 -97.7 650.807 7 0.050 49.9 1644 .213 3250.097 15.0 0.06015 0.100 -64 .6 950.875 a 0 .050 40. 0 3650.352 6009.060 9 I 17.0 0.03694 0.083 6009.068 -73.0 927.53 9 0.000 0.050 43.2 3473.374 10 I 19 .S 0. 04255 6009.066 -82 .7 902.609 0.093 0.050 46.3 3289.757 11 1 22. 5 0.04927 447 .705 -140.2 679.325 0.114 0. 050 56.3 1863.125 12 2 26.5 0. 07017 5380.738 -136.9 750.603 0.113 0.050 55. 2274. 616 13 2 31.0 0. 07609 568S.408 -145 .4 757.539 0.116 0.050 57 .0 2316. 840 14 2 35.0 0. 01150 5657 .920 -360. a 733.017 0.122 0.050 58.9 2169.270 is 2 39.0 0. 09128 5913.175 -168.0 738.200 0.124 0 .050 59.7 2200 .065 16 2 43.0 0. 09628 13S20.403 -78.7 1368.929 0.091 0.050 45.1 7565.703 17 47 .5 0.04 649 13520.403 -85.6 1343.393 0.094 0.050 47.1 7216. 07O 18 52.5 0. 05134 9925. 974 -100.2 1108 .2 62
- 3. 0.095 0.050 46.5 4958.756 19 57.5 0. 07652 10319.356 -104 .0 1119.311 0.095 0.050 47.5 5059 .019 20 3 62.5 0.079 91 10694.285 -107 .6 1129.8A42 0.097 0.050 40.4 5153.742 21 67.5 0. 08313 11064 .243 -111. 0 1139.646 a .098 0 .0so 49.2 5243.578 22 72.5 0. 00 611 l1140.479 -116.3 1145 .901
- 0. 100 0.050 49.9 5329.083 23 3 77.5 0.089is 54l0.724 11762.051 -117. 4 1257.668
- 0. 09197 0.101 0.050 50.6 24 82.5 VALUES IN TIRE DOMAIN MAX STRAIN I= STRESS TIME LAYER TYPE THSCRNESS DEPTH PRCNT PSF SEC FT FT 0.00309 96.75 23.31 1 1.0 0.5 1 0.01236 335.57 23.31 2 I 2.0 2.0
- 0. 02781 657.39 23.31 3 1 3.0 4.5 0.04325 925.27 23.31 4 I 2.0 7.0 0.05559 1105.01 23.31 S 1 2.0 9.0 0.06792 1258.98 23.31 6 2.0 11.0 0.00024 1396.77 23.31 7 2.0 13.0 0.09254 1521.56 23.31 2.0 15.0
- 0. 05683 2074.50 23.31 9 1 2.0 17.0 0.06546 :273. 67 23.32 10 2 3.0 19.5 0.07580 2493.67 23.31 11 3.0 22.5 0.12027 2240. 69 23.31 12 2 5.0 26.5 23.31 31.0 0.1170 6 2662.65 13 4.0 23 31 2 35.0 0.12530 2904.82 14 4.0 2 0.14043 3046.26 21.31 15 4.0 39.0 2 0.14612 1258.79 23.31 16 4.0 63.0 1 0.07152 5410.98 23.31 17 5.0 47.5 1 0.07898 5754.t6 23.31 10 5.0 52.5 0.11772 5837.51 23.31 19 3 5.0 5?.5 page 7 of 32
GEO.HBIP.02.08 Rev. 0 excerpt from TR1 C.OUT Attachment D 3.0 19.5 0.17249 3530 .29 23 .33 10 3. 23. 33 3.0 22.5 0.22 624 4572.23 11 1 23.37 5.0 26.5 1. 99966 S370.76 12 2 23.37 4.0 31.0 1.71818 6145.46 13 2 23.37 4.0 33.0 2.16040 6974.69 14 2 23.38
- .0 39.0 S.99913 7276.78 13 23.3 S 2 4.0 43.0 7.01057 t204.70 16 23.32 1 5.0 07.3 0 .1657S t6e9 .05 17 1 5.0 52 .5 0. 18424 92:2. 39 23. 32 18 3 23. 33 5.0 S7 .5 0.357 57 9911.36 19 3 10483 .43 23.32 5.0 62.5 0.37913 20 3 23.32 5.0 67.5 0. *0102 11031.13 21 :3 .3:
3 5.0 72.5 0. 42117 11540 .90 22 33. 32 5.0 77.S 0.43 864 12011.63 23 3 23.31 5.0 82.3 0.43264 12445.16 24 EARTHQ0UAZE - SECTION C-C. Otl2002 Transporter Route, NSPP. 157SI, 00/
SOIL PROFILE -
ITERATION NUMBER 22 TI-E DOMAIN WIT71 Er. STRAIN s .65 MX. STRAIN TNE CALCULATION HAS BEEN CARRIED OT IN THE gnt G C USED ERROR NEW Vs ErF. STRAIN NEW OZJ0P. 0Al3. VSED ERROR LAYER TYPE DEPTH 3126.043 3126.043 0.0 897.368 0.5 0.00208 0. 023 0 .023 0 .0 829.847 1 1 2673.314 2673.314 0.0 1 . 2.0 0.009 6 a .0a5 0 .03s 0 0 744. 731 2 .f 2253.043 2153.043 1 0.0 1 *4.5 0.02737 0.074 0. 074 0.0 667. 099 3 1727.564 1727. 548 0.0 4 1 7.0 0.05318 0.096 0.096 0.0 0.0 606.423 0.111 1427.598 1427.598 1 9.0 0.02 83 0. :11 0.0 0.0 355.983 S 1199.968 1199.989 0.12049 0.124 0.124 0.0 S14 .257 6i 1 11.0 102 6. 633 1026. 634 0.0 13.0 0.16643 0.137 0. 137 0.0 646.949 7 1 846.435 846. 430 0.0 15.0 0. 232S4 0.15 1 0. 151 0 .0 801.235 8 1 2591. 035 2591. 835 0.0 1 17.0 0.08604 0.112 0. 112 0.0 753.132 9 2290.093 2290.093 0.0 0.11212 0.1:2 0. 122 0.0 707. 510 10 1 19.5 2020.935 2020.93S 0.0 0.14706 0.132 0.132 0 .0 11 1 22.5 261.062 248.584 -0.2 257.676 26 5 1.30340 0.254 0.254 0.0 295. 974 12 2 353. 668 357. 671 -1.1 31.0 1. 136A1 0.251 0 .251 0.2 13 2 322. 34 8 322.842 -0.1 282.653 2 35.0 i.40599 0.256 0.256 0.0 172. 700 14 120 .413 122.964 -2.1 2 39.0 4.04313 0.276 0.276 0.2 170.237 2.5 0.278 117.002 117.033 0.0 2 43. 0 4.33879 0.278 0.0 1140. 3 62 2.6 S:S0.162 3241.394 0.2 1 47.5 0.10733 0. 120 0.120 -0.1 1114.962 17 -0.2 3018. 894 5005.636 0.3
- 2. 32.5 0.11905 0.124 0 .124 834,425 18 2 B11.011 2771.832 1.4 3 57.5 0.22772 0 .150 0 .151 -0.8 835. 117 19 2 815.673 2765.090 1.8 3 62.3 0.24026 0.153 0 .155 -0.9 034.126 20 2809.008 2750.789 2.1 67.5 0.25341 0.156 0. 158 -1.0 032.754 21 3 2799.759 2740.105 2.1 3 72.5 0. 26623 0.159 0 . 161 -1.0 B31.708 22
-0.9 2793.270 2738.358 2.0 3 77.5 0.27010 0. 161 0.163 831. B78 23
-0.7 279 3.872 27 49.456 1.6 24a 3 82.5 0.2 852 0.163 0.163 VALUES IN TIME DOCAIN MikXSTRAIIN f.Ax STRESS TIME LAYER TYPE T2ICTNESS DEPTH FT PRCNT ,?sr SEC F7T 0.5 0.00320 99 .99 23.31 1 1 1.0 2.0 0.0130 1 401.40 23.31 2 2.0 4.5 0.04212 906.76 23.32 3 1 3.0 7.0 0. 0a182 1413 .52 23.32 4 1 2.0 9.0 0. 12743 1019.18 23.33 5 1 2.0 11.0 0. 18337 2224. AS 23. 33 6 1 2.0 23.33 2.0 13.0 0.25605 2628.68 7 23.34 2.0 15.0 0.3 583 1 3032.01 1 23.33 2.0 17.0 0.13237 3430. 85 9 1 23. 33 3 .0 19.5 0. 17245 3350.29 10 1 22.3 0.22 624 4572.23 23. 33 12 1 3.0 26.3 2 .00524 5375.26 23.37 12 2 5.0 31.0 1.748 94 6185.45 23.37 123 2 4.0 3S. 0 2. 163 07 6976.94 23 .3 14 2 4.0 39.0 6. 22 020 7489.95 23. 3 8 15 2 4.0
- 23. 38 43.0 7. 01353 8205.98 16 2 4.0 47.5 0. 16513 0669.47 23.32 17 I 5.0 52.5 0.18315 9192.07 23.32 18 1 5.0 57 .3 0 .35033 9847.95 23. 33 19 3 3.0 62.3 0.36963 10407.47 23.32 20 5.0 3 67.5 0.3B99B7 10951.37 23.12 21 5.0 3 72.5 0.4095S 11467.34 23.32 22 5.0 3 77.5 0. 427 8 11950.92 21.31 23 S.0 3 8i .3 0. 44387 12401.14 23.31 24 5.0 1
EARTHQUAKt - SECTION C-C. 08/2002 Transporter Route. FPP. ISFS1. 08/
SOIL PROFILE -
ITERATION NUMBER23 WITH ErF. STRAIN a .653 MAX. STRAIN THE CALCULATION HAS BEEN CARRIED OUT IN THE TIME DOMAIN New G G USED ERROR NEW Vs DEPTH EFF. S-RAfl NEW DAnP. bAnP USED ERROR LAYER TYPE 3126.043 3126.043 0.0 497.368 0.5 0.00208 o. 023 0.023 0.0 1 1 0.045 0.0 2673.314 2673.314 0.0 S29.847 2.0 0.00976 O.045 2 1 page 8 of 32
GEO.HBIP.02.08 Rev. 0 excerpt from TR1 C.OUT Attachment D 2153.0O43 0.0 744.731 0.074 0.074 0.0 2 153. 043 1 4. 5 0.0:.737 1727.568 1727. 548 0.0 667 .099 0.096 0.096 0.0 606o.423 1 7.0 0.05318 1427 .590 1427.598 O .0
- 9. 0 0.111 0.111 0.0 555.983 1 0. 00823 1199 .908 1199. 988 0.0 0.124 0.124 0.0 6 11.0 0.1:049 1026 .633 0.0 514.257 0.137 0.0 1026. 633 7 1 13.0 0. 1643 0 .137 a .0 *664.947 S 0.0 846. 425 846. 435 1 15.0 0.232 4 0.151 0.151 0.0 8ol.235 0.0 2591.835 2591.835 0.08404 0.112 0.112 0.0 753.152 9 17 .0 2290.093 2290.093
- 0. 122 0. 122 0.0 707. 510 10 19.5 0. 11:22 2020. 935 0.0 0.0 2020.935 1 2: .5 0.14706 0 .132 0.13:
268. 062 -0.1 :57.502 11 0.0 267. 69 2 : 6. 5 1.30593 0.254 0.254 -0.7 294.914 12 0.1 351. 139 353. 668 1.14963 0.251 D.251 282.568 13 31.0 3: 2.353 322. 548 -0 .1 2 0.256 0.256 0.0 14 35.0 1. 407 15 11S. 9 53 120. 413 -1.2 *171.650 2 0.277 0.276 0.1 15 *.1:779 117.020 117. 002 0.0 170.250 2 0.278 0.278 0.0 16 43.0 4.557 69 5255.938 5250.162 0.1 1140.989 1 0.120 0.120 -0. 1 i115. 937 17 47 .5 0.10706 5027. 673 5010. 894 0.2 1 0.124 0.124 -0.1 838.886 18 52.5 0.11858 2 341:14 6 2 811. 011 1.1 3 0.22 16 0.149 0.1:50 -0 .6 841.021 19 57.5 2855. 625 2815. 673 1.4 3 0. 152 0.153 -0.7 841.189 20 62.5 0. 3549 2856.763 2809.008 1.7 3 6. 247 62 0. 155 0.156 -0.8 840.278 21 67.5 8S50.578 2799.759 1.8
- 0. 158 0.159 -0.8 2842 .13 1 839.032 22 3 72 .5 0 .25997 2793.270 1.7 0.160 0.161 -0.8 :835 .653 838.075 23 77.5 0.:27200 2793 .872 1.5 3 0.162 0.163 -0.6 24 2: 5 0.29 325 VALUES IN TIME 0o0A:MM K(8X STRAIN KXL STRESS TIdE T YPE ITHICKNESS DEPTH LAYER PS? SEC .,I FT FT PRC/r 0.00320 99.99 23.31 1 1.0 0.5 10 401.40 23.31 1 2.0 '. O 0.01501 2 906.76 23.32 1 4.5 0.04212 3 1413.52 23.32 I 2. 0 7.0 0.08182 2.0 0.12743 1819.18 23.33 1 9.0 5 2.0 2224.45 23.33 1 11.0 0.ii537 6 2. 0 2628.68 23.33 13.0 0.25605 7 2. 0 3032.01e 23 .3k 15.0 0.35822 a 3430.85 23.33 14 2.0 17.0 0.13237 9 3950.29 23 .33 1 3. 0 19.5 0.17249 20 4572.23 23.33 1 3.0 22.5 0.22624 12 2.00912 5378.41 23.37 2 5.0 26.5 12 6210.44 23.37 2 .0 31.0 1.76865 13 6978.44 23.37 2 4.0 35.0 2.16484 24 7554.02 23.38 1s 2 4.0 39.0 6.35044 4.0 7.01183 8205.24 23 .38 16 43.0 1 47.5 0.16470 8656.59 23.32 17 1 5.0 23.32 52.5 0.18243 9172.01 18 5. 0 23.33 3 5.0 57.5 0.34487 9791.15 19 23 .32 20 5.0 62.5 0.36228 10345.49 3 5.0 0.38095 10882.87 23.32 21 67.5 5.0 0.39995 11400.87 23.32 22 3 72.5 5.0 0.41846 11893.29 23.31 23 77.5 5.0 0.43571 12357.02 23.31 24 82.5 680.
PERIOD
- 0.50 FROM AVERACE SHEAMVEL.
MAOIhU2M APLlFICATION
- 2.35 FOR FREQUENCY . 1.16 C/SEC.
PERIOD . 0.84 SEC.
I...... OPTION 5 -. COMPUTE MOTION IN NEW SUBLAYERS EARTH0QUAKE - SECTION C-C. 08/2002 Transporter Route. HBPP. ISFSI. 08/
SOIL DEPOSIT -
ACC. RATIO PUNCHED CARDS MAX. ACC. TIME MEAN s5 - FR.
LAYER DEPTH RECORD SEC C/SE: QUIET ZONE ACC.
IT C 0.94 0. 044 2048 0.0 1.59292 23.30 OUCR .
23.30 0.94 0.044 WITHIN 1.0 1.59298 23.30 0.94 0.044 WITHIN 3.0 1.59250 0.94 0.044 0 6.0 1. 59090 23 .30 WITHIN 0 23.30 0.94 0.044 WITHIN t.0 1.58885 0
23.30 0.94 0.044 W3 SIN 10.0 1.58566 0 23 .30 0.93 0.043 WITHIN 12.0 1.58105 0 23.30 0.93 0.043 WITHIN 1J.0 I.57472 0
23.30 0.92 0.043 WITHIN 16.0 1.56593 23 .30 0.91 0.043 WITHIN 28.0 1.56264 0.91 0.043 0 21.0 1.55624 23.30 WITHIN 23.30 0.90 0.043 WITHIN 24.0 1.54790 page 9 of 32
excerpt from TR1C.OUT GEO.HBIP.02.08 Rev. 0 Attachment D WITHIN 29.0 1.43443 23.30 0.80 0.043 WITHIN 33.0 1.35582 23.29 0.75 0.041 0 WITHIN 37.0 1.26403 23.28 0.72 0.043 I...OPTION 5 . COMPUTENOTION IN NEW SUBLAYERS EARTHQUAKE - SECTION C-C. 08/2002 SOIL DEPOSIT - TrSsporter Route, H8PP. ISFSI. 08/
LAYER DEPTH MAX. ACC. TIME MEO SQ. rR ACC. RATIO PUNCHED CARDS PT C SEC C/SEC QUIET ZONE ACC. RECORD WITHIN 41.0 1.07090 24. a8 0.86 0.062 WITHIN 45.0 1. 27:7 8 24.80 1.21 0.065 WITHIN 50.0 1. 27 655 14.80 1.22 0.065 WITHIN 55.0 1. 27919 24.79 1.22 0.065 0 WITHIN 60.0 1. 28156 24.79 1.22 0.064 0 WITHIN 65.0 1. 28124 24.79 1.22 0.064 0
.2 -
WITHIN 70.0 1.2.t:5S 24. 79 1.22 0.063 0 WITHIN 75.0 1. 27297 24.71 . 1.20 0.063 0 WITHIN 80.0 1.2 6529 24.78 1.19 0.062 0 WITHIN 85.0 1.25500 24.7a 1.17 0.062 0 OUTCR.- 85.0 1.35293 23 .06 1.27 0.063 2048 page 10 of 32
0 GEO.HBIP.02.08 Rev. D excerpt from TR1C.PUN Attachment XMAX= 1.5929 SECTION C-C, 08/2002 Route, HBPP, ISFSI. 08/
ACCELERATION VALUES AT OUTCROPPING LAYER 1 - Transporter 1 0.008607 0.007405 0.014488 0.013698 0.012825 0.011873 0.010848 0.009758 2 0.006157 0.004873 0.003558 0.002223 0.000874-0.000478-0.001828-0.003164 3
-0.004482-0.005169-0.007021-0.008227-0.009384-0.010480-0.011512-0.012469 4
-0.013351-0.014147-0.014857-0.015471-0.015992-0.016410-0.016727-0.016938 5
-0.017045-0.017043-0.016937-0.016723-0.016405-0.015984-0.015463-0.014845 6
-0.014134-0.013334-0.012449-0.011487-0.010451-0.009350-0.008189-0.006976 7 0.000968 0.002328 0.003673
-0.005717-0.004422-0.003097-0.001752-0.000393 8 0.012075 0.013039 0.004999 0.006294 0.007555 0.008769 0.009933 0.011036 0.017561 9 0.015446 0.016067 0.016594 0.017018 0.017343 0.013928 0.014730 0.015555 10 0.017381 0.017075 0.016665 0.016158 0.017676 0.017682 0.017585 11 0.009062 0.007883 0.014861 0.014079 0.013216 0.012276 0.011266 0.010192 12 0.006662 0.005408 0.004128 0.002832 0.001526 0.000222-0.001076-0.002354 13
-0.003608-0.004826-0. 006004-0.007130-0.008200-0.009203-0.010135-0.010981 14
-0.011757-0.012434-0.013018-0.013500-0.013880-0.014153-0.014317-0.014369 15
-0.014310-0.014136-0.013851-0.013453-0.012945-0.012327-0.011605-0.010780 16
-0.009858-0.008841-0.007737-0.006551-0.005288-0.003957-0.002563-0.001116 0.011414 17 0.005054 0.006649 0.008246 0.009838 0.000378 0.001910 0.003472 0.022470 18 0.020079 0.021315 0.012968 0.014488 0.015969 0.017398 0.018772 19 0.024518 0.025399 0.026177 0.026849 0.027410 0.027860 0.028192 0.023540 0.026650 20 0.028!487 0.028349 0.028094 0.027724 0.027241 0.028409 0.028507 0.018557 21 0.023275 0.022205 0.021058 0.019838 0.025953 0.025155 0.024259 0.006999 22 0.009985 0.008488 0.017218 0.015834 0.014407 0.012953 0.011474 23 0.005521 0.004067 0.002641 0.001258-0.000081-0.001362-0.002585-0.003734 24
-D. 004811-0.005802-0.006709-0.007521-0.008238-0.008852-0.009365-0.009768 25
-0 010066-0.010251-0.010330-0.010296-0.010156-0.009907-0.009555-0.009098 26
-0.008546-0.007897-0.007161-0.006339-0.005440-0.004468-0.003431-0.002336 27 0.001218 0.002466 0.003732 0.005006 0.006281 0.007547
-0.001192-0.000004 0.016371 28 0.011210 0.012357 0.013454 0.014493 0.015468 0.008796 0.010020 29 0.020209 0.020352 0.017196 0.017936 0.018587 0.019144 0.019602 0.019958 30 0.018284 0.017564 0.020386 0.020310 0.020122 0.019825 0.019418 0.018905 0.008677 31 0.014825 0.013739 0.012572 0.011337 0.010034 0.016743 0.015830 32 0.007267 0.005818 0.004333 0.002826 0.001299-0.000233-O.OOi766-0.003287 33
-0.004792-0.006267-0.007710-0.009106-0.010453-0.011738-0.012959-0.014103 34
-0.015171-0.016149-0.017040-0.017830-0.018S24-0.019109-0.019591-0.019960 35
-0.020221-0.020366-0.020401-0.020321-0.020133-0.019832-0.019426-0.018914 36
-0.018304-0.017595-0.016797-0.015912-0.014948-0.013910-0.012806-0.011643 37
-0.010428-0.009171-0.007878-0.006559-0.005222-0.003876-0.002530-0.001193 38 0.001420 0.002680 0.003895 0.005060 0.006165 0.007205 0.008170 0.000127 39 0.011178 0.011690 0.012097 0.012397 0.012586 0.009057 0.009856 0.010566 0.010069 40 0.011843 0.011359 0.010767 0.012664 0.012628 0.012479 0.012217 41 0.002631 0.001276 0.009270 0.008375 0.007387 0.006313 0.005157 0.003928 42
-0.000133-0.001585-0.003073-0.004587-0.006121-0.007662-0.009206-0.010739 43
-0.012257-O.C13747-0.015203-0.016615-0.017977-0.019277-0.020512-0.021672 44 026738-0.027223-0.027593
-0.022752-0.023743-0.024644-0.025445-0.026146-0. 45
-0.027851-0.027993-0.028019-0.027928-0.027724-0.027405-0.026975-0.026436 46
-0.025793-0.025049-0.024208-0.023277-0.022260-0.021166-0.019999-0.018769 47
-0.017480-0.016144-0.014766-0.013357-0.011922-0.010475-0.009020-0.007570 48 0.000590 0.001783 0.002905
-0.006130-0.004712-0.003321-0.001970-0.000662 49 0.008365 0.008745 0.003955 0.004922 0.005804 0.006592 0.007285 0.007876 50 0.009180 0.009233 0.009173 0.009005 0.008727 0.008344 0.007855 0.009019 0.000731 51 0.005804 0.004939 0.003993 0.002972 0.001882 0.007267 0.006581 52
-0.000475-0.001728-0.003019-0.004341-0.005685-0.007043-0.008406-0.009766 53
-0.011114-0.012442-0.013742-0.015004-0.016223-D.017390-0.018498-0.019540 54
-0.020511-0.021404-0.022214-0.022936-0.023566-0.024100-0.024537-0.024872 55
-0.025105-0.025234-0.025260-0.025182-0.025002-0.024722-0.024344-0.023871 56 019283-0.018279-0.017226
-0.023306-0.022655-0.021920-0.021110-0.020228-0. 57 010293-0.009112-0.007950
-0.016129-0.014999-0.013840-0.012666-0.011479 58 001774-0.000951-0.000208
-0.006810-0.005706-0.004640-0.003626-0.002667-0. 0.002312 59 0.001872 0.002146 0.002310 0.002368 0.000453 0.001021 0.001498 60 0.002147 0.001866 0.001475 0.000970 0.000357-0.000365-0.001191-0.002119 61
-0.003143-0.004260-0.005462-0.006745-0.008101-0.009523-0.011004-0.012535 62
-0.014108-0.015715-0.017346-0.018992-0.020645-0.022293-0.023929-0.025541 63
-0. 027122-0.028660-0.030150-0.031578-0.032939-0.034224-0.035424-0.036532 64
-0.037543-0.038447-0.039241-0.039918-0.040475-0 .040906-0.041210-0.041382 65
-0.041422-0.041328-0. 041099-0.040737-0.040241-0.039615-0.038860-0.037980 66
-0.036978-0.035861-0.034630-0.033296-0.031861-0. 030336-0.028725-0.027039 67
-0.025283-0.023470-0.021604-0.019701-0.017762-0.015806-0.013834-0.011864 68 0.001188 0.002833
-0.009898-0.007953-0.006032-0.004151-0.002312-0.000533 69 0.005883 0.007273 0.008560 0.009746 0.010818 0.011780 0.012621 0.004404 page 11 of 32
GEO.HBIP.02.08 Rev. 0 TR1CLINP Attachment D 16384 0.5 8
7 1 10 100.
1991) 11 100. 41 modulus for Clay PI 15 (Vucetic and Dobry 0.316 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.0001 1 3.16 10.
.94 .82 .64 .40 .21 1.000 1.000 1.000
.09 .04 .02.
11 1. damping for Clay I?I 15 (Vucetic & Dobry 1991) 0.00316 0.01 0.0316 0.1 0.316 0.0001 0.000316 0.001
- 1. 3.16 10.
2.6 4.5 7.8 11.7 16.3 1.7 1.7 1.7 20.2 23.0 23.0 11 100. #2 modulus for Sarnd1 (20 to 50 ft) (EPRI 1993) 0.003 0.01 0.03 0 .1 0.3 0.0001 0.0003 0.001
- 1. 3. 10.
0.953 0.830 0.620 0.364 0.181 1.000 0.999 0.991 0.071 0.025 0.010 11 1. damping for Sand 20 to 50 ft) (EPRI 1993) 0.3 0.001 0.003 0.01 0.03 j0.1 0.0001 0.0003
- 1. 3. . 10.
2.080 3.750 6.92'5 12. 600 18. 905 1.250 1.300 1.455 24.840 27.2 28.9 11 100. Y3 modulus for San (50 to 120 ft) (EPRI 1993) 0.3 0.001 0.003 0.01 0.03 0.1 0.0001 0.0003
- 1. 3. 10.
0.972 0.879 0.701 0.442 0.230 1.000 1.000 0.995 0.097 0.037 0.014 11 1. damping for Sand 50 to 120 ft) (EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001
- 1. 3. 10.
1.300 1.665 2.865 5.415 10.465 16. 560 1.090 1.145 22.915 25.5 27.0 1993) 11 100. #4 modulus for San d (120 to 250 ft) (EPRI 0.3 0.001 0.003 0.01 0.03 0.1 0.0001 0.0003
- 1. 3. 10.
0.996 0.980 0.910 0.756 0.510 0.283 1.000 1.000 0.122 0.050 0.019 11 1. damping for Sand L20 to 250 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 10.
L.455 2.340 4.375 8.695 14. 580 0.935 0.935 1.090 21.250 23.8 25.5 C 1993) 11 100. #5 modulus for Sanc (250 to 500 ft) tEPRI 0.3 0.001 0.003 0.01 0.03 0 .1 0.0001 0.0003
- 1. 3. 10.
0.997 ).986 0.932 0.809 0.573 0.338 1.000 1.000 0.152 0.067 0.025 11 1. damping for Sand I [2250 to 500 ft) (EPRI 1993) 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001 Ci.003
- 1. 3. 10.
0.900 1L.145 1.875 3.490 7.185 12.70 5 0.800 0.800 19.270 22.4 24.0 11 100. #6 modulus for Sand (> 500 ftJ (EPRI 1993) 0.001 0 .003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 10.
0.998 0 .991 0.955 0.860 0.658 0.417 1.000 1.000 0.207 0.083 0.032 11 1. damping for Sand 500 ft) (EPRI 1993) 0.001 0 .003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 10.
0 625 0.850 1.280 2.500 5.520 10.260 0.570 0.625 16.770 20.2 22.5 page 12 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D TR1Cl.lNP Weathered Rock 0.3 11 100. #7 modulus for 0.01 0. 03 0.1 0.001 D.003 0.0001 0.0003
- 3. 10. 0.75 0.55
- 1. 0.960 0.900 1.000 0.990 1.000 1.000 0.2 0.12 0.34 Rock
- 1. damping for Weathered 0.1 0. 3 11 0.01 0.03 0.001 0.003 0.0001 0.0003
- 3. 10. 9.8 15.5
- 1. 1.4 2.8 5.1 0.42 0.8 0.24
- 25. 28.
21.
2 ISFSI, 08/ 2002 1 25 4 Transporter Route, HBPP, 125 897.368 1.
1.0 0.023 1.
1 1 1 .125 829. 847 2.0 0.045 1.
2 1 1 .125 744.731 3.0 0.074 1.
3 1 1 .125 667.099 2.0 0.096 1.
4 1 1 .125 606.423 2.0 0.111 1.
1 1 .125 555.983 2.0 0.124 1.
6 1 1 .125 514.257 2.0 0.137 1.X 7 1 0.151* .125 466.947 1I 2.0 1.
8 1 .130 801.235 2.0 0.112 1.
9 1 1 .130 753.152 3.0 0.122 1.
10 1 1 .130 707.510 3.0 0.132 I.
11 1 1 .130 2 57.502 5.0 0.254 1.
12 2 1 .130 294.914 4.0 0.251 1.
13 2 1 .130 282.568 4.0 0.256 1.
14 2 1 .130 171. 650 1 4.0 0.277 1.
15 2 .130 170.250 1 4.0 0.278 1.
16 2 1 .130 1140.989 5.0 0.120 1.
17 1 1 .130 1115.937 0.124 1.
1 1 5.0 838. 886 18 0.149 .130 1.
3 1 5.0 841.021 19 0.152 .130 1 5.0 1.
20 3 0.155 .130 841.189 1 5.0 1.
21 3 0.158 .130 840.278 3 1 5.0 1.
22 .130 83 9.032 1 5.0 0.160 1.
23 3 .130 838. 075 5.0 0.162 1.
24 3 .05 .130 1800.
25 1 C-C, 08/2002
.005 2(8E15.7) SET 1, SECTION 1599916384
- 1. 6.
S1CC.AC8 3
1 0 5 11 12 13 14 15 6 7 8 .9 10 1 2 3 4 5 1 1 1 1 1 1 1 2 1 1 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 5 22 23 24 25 25 18 19 20 21 16 L7 1 1 1 1 0 1 1 1 1 1 0 0 0 0 0 1 0 0 0 0 0
0 page 13 of 32
GEO.HBIP.02.08 Rev. 0 TR1 Cl.OUT Attachment D SHAKE -- A COIIPUTER PROGRAM FOR EARTNQUAXE RESPONSE ANALYSIS
- OF NORIZONTALLY LAYERED SITES MS-DOs VERSION - CONVERTED TO IBM-PC BY Shyh-Shiun Lai, WCC January 1985 (modified to Use 16384 Points and 100 Soil Layers. S.J. Chiou. August 19951 Output fil- nse TRICI .OuT Start ti.ae 19' '/' /' --
Scart time 19 I I _
MXX. NUMBEROF TERMS IN FOURIER TRANSFORM. 16318 NECESSARY LENGTn OF BLANK COMMON X 102419 EARSN PRESSURE AT RST FOR SAND
- 0.500 OPTION 8 READ RELATION BE7WEEN SOIL PROPERTIES AND STRAIN -
CURVES FOR RELATION STRAIN VERSUS SHEAR MODULUS AN17 DAMPING MATL TYPE STRAIN M nOD RED co M( STRAIN (MI DAMP FACTR 1 0.000100 1.000 0.000100 1.7 1 0.000316 1.000 0.000316 1.7 1 0.001000 1.000 0.001000 1.7 1 0.003160 o.g40 0.003160 2.6 1 0.010000 0.020 0.010000 4.5 1 0.031600 0.640 0.031600 7.8 1 0.100000 0.400 0.100000 11.7 1 0.316000 0.210 0.316000 16.3 1 I.000000 0.090 1.000000 20.2 1 3.160000 0.040 3.160000 23.0 1 10.000000 0.020 10.000000 23.0 MATL TYPE STRAIN (A) MOD RED CO STRAIN (%) DAMP FACTR 2 0.000100 1.000 0.000100 1.3 2 0.000300 0.999 0.000300 1.3 2 0.001000 0.931 0.001000 1.5 2 0.003000 0.353 0.003000 2.1 2 0.010000 0.830 0.010000 3.8 2 0.030000 0.620 0.030000 6.9 2 0.100000 0.364 0.100000 12.6 2 0.300000 0.181 0.300000 18.9 2 1.000000 0.071 1.000000 24.0 2 3.000000 0.02 3.000000 27.2 2 10.000000 0.010 10.000000 20.9 MATL TYPE STRAIN (M) MOD RED CO STRAIN (t) DAMP FACTR 3 0.000100 1.000 0.000100 1.1 3 0.000300 1.000 0.000300 1.1 3 0.001000 0.995 0.001000 1.3 3 0.003000 0.972 0.003000 1.7 3 0.010000 0.E79 0.010000 2.9 3 0.030000 0.701 0.030000 5.4 3 0.100000 0.442 0.100000 10.5 3 0.300000 0.230 0.300000 16.6 3 1.000000 0.097 1.000000 22.9 3 3.000000 0.037 3.000000 25.5 3 10.000000 0.014 10.000000 27.0 MATL TYPE STRAIN (A) MOD RED co STRAIN (t) DAMP FACTR 4 0.000100 1.000 0.000100 0.9 4 0.000300 1.000 0.000300 0.
4 0.001000 0.996 0.001000 1.1 4 Q Z0.03000 0.90 . 0.003000 1.S 6 0.010000 0.910 0.010000 2.3 6 0.030000 0.756 0.030000 4.8 4 0.100000 0.510 0.100000 0.7 4 0.300000 0.213 0.300000 14.6 6 1.000000 0.122 1.000000 21.3 4 3.00000 0.050 3.000000 23.1 4 10.000000 0.019 10.000000 25.5 page 14 of 32
GEO.HBIP.02.08 Rev. 0 TRi CLOUT Attachment D STRA1N t )
DAMP FACTR STRAIN t8) MOD RED CO 0.6 KXTL TYPE 1.000 0.000100 0.3 S 0.000100 0.000300 0.000100 1.000 0.9 5 0.997 0 .001000 0.001000 1.1 S 0.9s6 0.003 000 0.001000 1.9 0.932 0.010000 S 0.010000 3.5 0.809 0.030000 S 0.030000 7 .2 S 0.573 0.100000
- 0. 100000 13..7 0.300000 0.300000 0.33E 19.3 5 1.000000 S 1.000000 0 .152 22.4 0.0S7 3. 000000 S 3.000000 24.0 10.000000 S 10.000000 STRAIN (M) DAMPFACTR STRAIN (8) MODRED CO 0.6 HATL TYPE 1.000 0.000100 0.6 6 0. 000100 0.000300 0.000300 1.000 0.6 0.998 0.001000 0.001000 0.9 0.991 0.003000 6 0.003000 1.3 0.955 0.010006 0.010000 2.5 0.860 0.030000 6 0.030000 5.5
- 0. 100000 6 0. 100000 0. 658 10.3 6 0.300000
- 0. 100000 0.4 .7 16.8 6 0.207 1.000000 6- 1.000000 3.000000 20.2 3.000000 0.083 22.5 10.000000 10.000000 0.032 STRAIN CO.) DAMPFACTR STRAIN t*) MOD RED CO 0.2 KXATL TYPE 1. 000 0.000100 7 0. 000100 0.4
- l. 000 0.000300 0.000300 0.I 7 1.000 0 .001000 O.Olooo 1.4 7 0. 990 0.003000 0.003000 2.8 7 0.960 0.010000 0.010000 5.1 7 0. 900 0.030000 0 030000 9.8 7 0.750 0.100000 7 0. 100000 0.300000 15.5 0.300000 0.550 21.0 7 1.000000 1.000000 0.340 25.0 7 3.000000 3.000000 0.200 20.0 7 0.120 10.000000 7 10.000000 OPTION 2 ... REAM SOIL PROFILE l'
ISFSI, 08/
IDEWTIFICATION Transporter Routs. HBPP.
1 NEW SOIL PROFILE NO.
85.00 25 DEPTH 10 SEDROCK 6.00 ONUMHEROF LAYERS LAYER 4 DEPTH TO WATER LEVEL NUMEER OF FIRST SU8MERGED SM08 UNIT WEICTO SHEAR VEL MODULUS DAMPING DEPTH KF?. PRESS.
)=-OD THICMNESS LAYER TYPE 397.368 897.368 0.0230 0. 1250 *29. 847 0.061 3126.045 0.1250 829. 847 1.00 0,50 2673.3 1S 0.0450 7&4.731 744.731 1 1 3126.045 2.00 0.250 0.1250 2473.315 2 00 2153.044 0. 07 0 667 .099 667 .099 2 1 4. 50 0.561 0.1250 3 .00 1727.566 0.09 60 606. 423 606.423 3 1 2153.044 0. 811 0.1250 2.00 7t.00 1427.596 0.1110 555. 903 555 .983 4 1 1727.566 0. 93S 0. 1250 2.00 9.00 1199.989 0.12 40 s14 .257 514.257 S 1 1427.596 1.063 0. 1250 2.00 11.00 1026.631 0. 23 70 46S.947 466.947 6 1 1199.989 1.188 0. 1250 2.00 13 .00 846.427 0. 1510 801.235 801.135 7 1 1026.131 1.113 0. 1300 2.00 15.00 2591. 834 0.1120 753. 152 753 .152 8 1 846.427 1.414 0.1100 2.00 17.00 2290.091 0.1120 7 07.510 707.510 9 1 2591.834 1.413 0. 1300 3 .00 19.50 2020.936 0. 1320 257.502 257.502 10 1 2290.091 1.815 0. 1300 1.00 22.50 267.700 0. 2 540 294.914 294 .914 11 1 2020.936 2.086 0. 1300 5.00 26.50 351. 13 8 O.2 510 232 .568 2812.54 12 2 267.700 2.390 0 .1300 4.00 31.00 322.354 0.2560 171. 650 171 .650 3.3 2 351.138 2. 660 0. 1300 4.00 35.00 111.951 0.2770 170.250 170.250 14 2 322.354 2.s31 0.1300 113.953 4.00 39.0c 117. 020 0.2780 1140 .989 1140 .89 15 2 43.00 3.201 0.1200 0.1300 1115.1937 2 117.020 4 .00 3. 505 5255 .940 11l5.937 16 47.50 0. 12 40 0.1300 *3B.8B6 1 5255.940 5.00 3. 343 5027.670 83 . 86 17 52.50 0. 1490 0.1300 841.021 1 5027.670 5.00 4.181 2841. 14S 41.021 18 57.50 0.1520 0. 1300 841 .189 3 2841.145 5.00 4.519 2855.625 841.189 19 62.50 0.1550 0.13 00 40.278 3 2855.625 5.00 4 .857 2856.766 840.278 20 67.50 0.1580 0. 1300 839.032 3 2856.766 5.00 S.195 2S50 .52 839.032 21 72.50 0.1600 0 .1300 838 .075 3 2850.582 5.00 5.533 2842. 134 816.075 22 77 .50 0.1620 0.1300 3 2842.134 5.00 5.871 2835.654 1800.
213 82.50 0.050 0. 1300 3 2835.654 5.00 13081.
24 25 EASE
= 680.
PEZRIOO 0.50 PROMAVERAGESNEARVEL.
AMSPLIFICATION . 2.34 OCRXIMUM
. 1.26 C/SEC.
FOR FREQUENCY 0.86 SEC.
PERIODP
- OPTION 21 " READ INPUT NOTION 2.....
EARTHOUAXE - SECTION C-C. 08/2002 page 15 of 32
GEO.HBIP.02.08 Rev. 0 TR1 Cl.OUT Attachment D 15999 ACCELERATION VALUES AT TIIS INTERVAL 0. O050 THE VALUES ARE LISTED ROW BY ROW AS READ FROM CARDS TRAILING ZEROS ARE ADDED TO GIVE A TOTAL O016304 VALUES KXXIMUM ACCELERATION
- 1.66S33 AT TINE . 23.25 SEC THE VALUES WILL BE MULTIPLIED BY A FACTOR
- 1.000 TO GIVE NEW MAXIMUM ACCELERATION . 1.66833 KEAN SQUARE FREQUENCY
- 1.49 CtSEC.
MAX ACCELERATION
- 1.68741 FOR FRECUENCIES REMOVED ABOVE 6.00 C/SEC.
1-.... - OPTION 3 READ WHERE OBJECT NOTION IS GIVEN OBJECT NOTION IN LAYER NUMBER 1 OUTCROPPING I..... - OPTION S . CONPUTE MOTION IN NEW SUBLAYERS EARTNQUAXE -. SECTION C-C, 08/2002 S0IL DEPOSIT - Transporter Route, EBPP. Isysi, 08/
LAYER DEPTH, MA. ACC. TInE MEAN SQ. FR. ACC. RATIO PUNCHED CARDS rT 0 SEC C/SEC QUIET ZONE ACC. RECORD OUTCR. 0.0 1.6S741 23.23 1.49 0.044 2048 WITHIN 1.0 1.68724 23.23 1.49 0.044 0 WITHIN 3.0 1.68562 23.23 1.48 0. 044 0
WITHIN 6.0 1.67880 23.23 1.47 0. 043 WITHIN 8.o 1.67000 23.23 1.45 0. 043 WITHIN 10.0 1.65646 23.23 1.42 0.043 0 WITHIN 12.0 1.63757 23.23 1.38 0.042 WITRISO 14.0 1.6118S 23.23 1.32 0.041 0 a
WITHIN 16.0 1.57660 23.23 1.25 0.040 0 0
WITHIN 18.0 1.56412 23.23 1.23 0.040 WITHIN 21.0 1.54101 23.23 1.18 0.039 a WITHIN 24.0 1.51312 23.23 1.13 0.038 0 WITHIN 29.0 1.60606 23.32 1.32 0.033 WITHIN 33.0 1.69507 23.32 1.92 0.031 WITHIN 37.0 1.73299 23.32 2.43 0.034 1..... -OPTION 5 COMPUTENOTION IN NEW SUBLAYERS EARTHQUAXE - SECTION C-C. 08/2002 SOIL DEPOSIT - Transporter Route. H8PP, I151. 08/
LAYER DEPTH MXX. ACC. TINE MEAN SQ. FR. ACC. RATIO PUNCHED CARDS FT 0 SEC C/SEC QUIET ZONE ACC. RECORD WITHIN 41.0 1.71407 24.73 3.07 0.059 0 WITHIN 45.0 2.07663 24 .72 3.23 0.071 0 WITHIN 50.0 2.07655 24.72 3.21 0.071 0 WITHIN 55.0 2.06499 24.72 3.10 0.071 0 WITHIN 60.0 2.02559 24.72 3.08 0.071 0 WITHIN 65.0 1. 96794 26.72 2.94 0.071 0 WITHIN 70.0 1. 89348 24.72 2.77 0.071 0 WITHIN 75.0 2.82792 23.06 3.59 0.071 0 WITHIN 80.0 1.78352 23.05 2.43 0.069 0 WITHIN 85.0 1.75479 23 .03 2.33 0.068 0 OUTCR. 85.0 2.23585 23 .03 3.08 0. 069 2068 page 16 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D excerpt from TR1CI.PUN XKAX= 1.6874 SECTION C-C, 08/2002 1 - Transporter Route, HBP, ISFSIl 0/
ACCELERATION VALUES AT OUTCROPPING LAYER 1 0.001445 0.002224 0.002928 0.003534 0.004020 0.004369 0.004569 0.000621 0.001094 2 0.003820 0.003279 0.002629 0.001892 0.004613 0.004499 0.004231 3 0.000265-0.000566-0.001371-0.002119-0.002784-0.003343-0.003775-0.004065 4
-0.004202-0.004182-0.004004-0.003676-0-003208-0.002617-0.001924-0.001153 5 0.001343 0.002136 0.002866 0.003501 0.004022 0.004409
-0.000332 0.000510 6 0.004422 0.004042 0.003526 0.002894 0.002168 0.004648 0.004731 0.004655 7 0.001374 0.000539-0.000305-0.001129-0.001904-0.002602-0.003198-0.003670 8
-0.004001-0.004181-0.004200-0.004060-0.003763-0.003322-0.002751-0.002070 9 0.000380 0.001235 0.002060 0.002826 0.003505 0.004073
-0.001302-0.000477 0.003327 10 0.004734 0.004399 0.003924 0.004512 0.004804 0.004941 0.004917 11 0.002629 0.001855 0.001035 0.000198-0.000625-0.001404-0.002109-0.002716 12
-0. 003200-0.003543-0.003731-0.003756-0.003615-0.003310-0.002851-0.002253 13 0.002056 0.002984 0.003864 0.004669
-0.001532-0.000714 0.000177 0.001110 0.006339 14 0.006833 0.006815 0.006647 0.005373 0.005956 0.006400 0.006695 0.001593 15 0.002766 0.002143 0.005908 0.005376 0.004766 0.004108 0.003431 16 0.000605 0.000746 0.001058 0.001538 0.002179 0.001143 0.000815 0.000631 17 0.005989 0.007128 0.008282 0.009417 0.010502 0.002965 0.003879 0.004896 0.014498 18 0.014222 0.0.4492 0.014582 0.011506 0.012402 0.013165 0.013777 0.009580 19 0.011940 0.01.1163 0.010365 0.014247 0.013844 0.013309 0.012665 20 0.007128 0.006806 0.006632: 0.006613 0.006751 0.008835 0.008162 0.007585 21 0.008663 0.009390 0.010168 0.010963 0.011747 0.007037.0.007464 0.008012 0.014409 22 0.014473 0.014620 0.014598 0.012487 0.013156 0.013724 0.014171 0.008214 23 0.011201 0.010239 0.009232 0.014051 0.013535 0.012874 0.012089 24 0.004628 0.003992 0.003505 0.003176 0.003017 0.007213 0.006263 0.005391 0.005243 0.005977 0.006744 25 0.004571 0.003026 0.003199 0.003526 0.003991 0.010445 26 0.010276 0.010442 0.007509 0.008243 0.008913 0.009492 0.009952 27 0.009434 0.008784 0.008001 0.007112 0.006139 0.005118 0.010275 0.009937 28 0.001156 0.000352-0.000323-0.000852-0.001217 0.004075 0.003047 0.002063 29 0.000059 0.000737 0.001488
-0.001413-0.001433-0.001285-0.000975-0.000521 30 0.005193 0.005709 0.006086 0.006310 0.002278 0.003077 0.003849 0.004566 31 0.005954 0.005495 0.004878 0.004125 0.003254 0.002296 0.006364 0.006247 32 0.001276 0.000232-0.000808-0.001807-0.002737-0.003565-0.004269-0.004824 33
-0.005218-0.005436-0.005478-0.005344-0.005043-0.004589-0.004003-0.003306 34 0.000727 0.001418 0.001997 0.002444
-0.002532-0.001706-0.000867-0.000044 35 0.002574 0.002167 0.001600 0.000884 0.000045 0.002734 0.002858 0.002804 36
-0.000894-0.001901-0.002947-0.003994-0.005014-0.005969-0.006834-0.007577 37
-0.00810O-0.008622-0.008894-0.008988-0.008905-0.008652-0.008243-0.007694 38
-0. 007030-0.006278-0.005469-0.004633-0.003806-0.003019-0.002303-0.001687 39
-0.001195-0.000847-0.000658-0.000637-0.000786-0.001100-0.001572-0.002185 40
-0.002918-0.003746-0.004642-0.005573-0.006509-0.007416-0.008263-0.009023 41
-0.009670-0.010182-0.010543-0.010745-0.010782-0.010657-0.010377-0.009959 42
-0. 009420-0.008787-0.008086-0.007348-0.006607-0.005894-0.005242-0.004681 43
-0.004237-0.003931-0.003782-0.003800-0.003991-0.004352-0.004875-0.005546 44
-0.006343-0.007242-0.008211-0.009218-0.010227-0.011203-0.012109-0.012913 45
-0.013584-0.014096-0.014430-0.014570-0.014509-0.014248-0.013793-0.013161 46
-0. 012370-0.011450-0.010433-0.009357-0.008261-0.007188-0.006178-0.005272 47
-0.004508-0.003918-0.003530-0.003366-0.003438-0.003752-0.004306-0.005088 48
-0.006079-0.007250-0.008569-0.009995-0.011483-0.012986-0.014455-0.015840 49
-0.017093-0.018172-0.019035-0.019651-0.019993-0.020046-0.019798-0.019254 SO
-0.018421-0.017322-0.015983-0.014442-0.012740-0.010927-0.009053-0.007174 51 0.000505 0.001390 0.001989 0.002287
-0.005342-0.003611-0.002031-0.000646 52 0.002281 0.001976 0.001390 0.000546-0.000521-0.001772-0.003160-0.004637 53
-0.006248-0.007643-0.009066-0.010371-0.011512-0.012450-0.013154-0.013602 54
-0.013778-0.013679-0.013309-0.012684-0.011826-0.010769-0.009548-0.008212 55 0.000283 0.000825
-0.006804-0.005380-0.003987-0.002680-0.001503-0.000504 56 0.001100 0.001092 0.000797 0.000218-0.000631-0.001730-0.003049-0.004554 57
-0.006202-0.007951-0.009752-0.011559-0.013324-0.015005-0.016559-0.017953 58
-0.019159-0.020154-0.020925-0.021468-0.021783-0.021882-0.021780-0.0215o4 59
-0.021080-0.020542-0.019925-0.019266-0.018599-0.017962-0.017384-0.016892 60
-0.016508-0.016248-0.016120-0.016126-0.016261-0.016515-0.016867-0.017297 61
-0.017776-0.018276-0.018763-0.019208-0.019578-0.019847-0.019991-0.019994 62
-0.019841-0.019529-0.019061-0.018448-0.017706-0-016864-0.015951-0.015006 63
-0.014069-0.013187-0.012403-0.011763-0.011308-0.011079-0.011106-0.011415 64
-0.012023-0.012937-0.014153-0.015659-0.017430-0.019432-0.021619-0.023940 65
-0.026335-0.028739-0.031082-0.033297-0.035312-0.037063-0.038487-0.039533 66
-0.040153-0.040317-0.039998-0.039192-0.037898-0.036139-0.033942-0.031355 67
-0.028429-0.025233-0.021835-0.018321-0-014767-0.011264-0.007887-0.004722 0.006517 68 0.005759 0.006494 0.006744
-0.001836 0.000701 0.002840 0.004534 69 0.005845 0.004764 0.003329 0.001600-0.000353-0.002456-0.004629-0.006797 page 17 of 32
GEO.HBIP.02.08 Rev. 0 TR3C.JNP Attachment D 16384 0.5 8
7 1 10 100.
33 100. #1 modulus for Clay PI 15 (Vucetic and Dobry 1991) 0.516 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.0001
- 1. 3.16 10.
.94 .82 .64 .40 .21 1.000 1.000 1.000
.09- .04 .02 11 1. damping for Clay PI 15 (Vucetic & Dobry 1991) 0.00316 0.01 0.0316 0.1 0.316 0.0001 0.000316 0.001
- 1. 3.16 10.
1.7 2.6 4.5 7.8 11.7 16.3 1.7 1.7 20.2 23.0 23.0 11 100. #2 modulus for Sarid (20 to 50 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 10.
0.991 0.953 0.830 0.620 0.364 0.181 1.000 0.999 0.071 0.025 0.010 11 1. damping Xgr Sand (20 tc 50 ft) (EPRI 1993) Ai 0.001 0.003 0.01 0.03 0 .1 0.3 0.0001 0.0003 1.. 3. 10.
1.455 2.080 3.750 6.925 12.600 18. 905 1.250 1.300 24.840 27.2 28.9 11 100. #3 modulus for San d (50 to 120 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 10.
0.995 0.972 0.879 0.701 0.442 0.230 1.000 1.000 0.097 0.037 0.014 11 1. damping for Sand (50 to 120 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 10.
1.300 1.665 2.865 5.415 10.465 16.560 1.090 1.145 22.915 25.5 27.0 11 .00. #4 modulus for San d (120 to 250 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
0.996 0.980 0.910 0.756 0.510 0.2 83 1.000 1.000 0.122 0.050 0.019 11 1. damping for Sand (120 t, o 250 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003
- 1. 3. 1o.
1.090 1.455 2.340 4.375 8.695 14.580 0.935 0.935 21.250 23.8 25.5 11 100. #5 modulus for Sanc, (250 to 500 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0 .1 0.3 0.0001 0.0003
- 1. 3. 10.
0.997 0.986 0.932 0.809 0.573 0.338 1.000 1.000 0.152 0.067 0.025 11 1. damping for Sand I :250 tc 500 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
0.800 0.900 1.145 1.875 3.490 7.185 12.705 0.800 19.270 22.4 24.0 11 100. :6 modulus for Sand (> SC10 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
1.000 0.998 0.991 0.955 0.860 0.658 0.417 1.000 0.207 0.083 0.032 11 1. damping for Sand > 500 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.0001
- 1. 3. 10.
0.625 0.850 1.280 2.500 5.520 10.260 0.570 0.625 16.770 20.2 22.5 page 18 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D TR3C.ANP Weathered Rock 11 100. *7 modulus for D.01 0.03 0.1 0.3 0.0003 0.001 0.003 0.0001
- 3. 10. 0.75 0.55
- 1. 0.990 ).960 0.900 1.000 1.000 1.000 0.2 0.12 0.34 11 1. damping for Weathered Rock 0.1 0.3 0.003 0.01 0. 03 0.0001 0.0003 0.001
- 3. 10. 9.8 15.5
- 1. 1.4 2.8 0.42 0.8 0.24
- 21. 25. 28.
2 08 /2 002 4 Transporter Route, HBPP, ISFSI, 1.
I 25 .125 915.
1.0 .05 1.
1 1 1 .125 915.
2.0 .05 1.
2 1 1 .125 915.
3.0 .05 1.
3 1 1 .125 915.
2.0 .05 1.
4 1 1 .125 915.
2.0 .05 1.
5 1 .1 .125 915.
2.0 .05 1.
6 1 I .125 915.
2.0 .05 1.
7 1 1 .125 p15.
2.0 .05 1.
8 1 1 .130 1220.
.05 1.
1 1 2.0 1220.
9 .05 .130 1.
1 1 3.0 1220.
10 .05 .130 1.
1 1 3.0 1. 120.
12 .05 .130 1 5.0 1. 133. 1.
12 2 .05 .130 1 4.0 1. 135. 1.
13 2 .05 .130 1 4.0 1. 128. 1.
14 2 .05 .130 1 4.0 1. 128. 1.
15 2 .05 .130 1 4.0 1.
16 2 .05 .130 1830.
1 5.0 1830. 1.
17 1 .05 .130 1 1 5.0 1. 188. 1.
18 .05 .130 1 5.0 1. 188. 1.
19 3 .05 .130 1 5.0 1. 188. 1.
20 3 .05 .130 3 I 5.0 1. 188. 1.
21 .05 .130 3 1 5.0 1. 188. 1.
22 .05 .130 I 5.0 1. 188. 1.
23 3 .05 .130 3 1 5.0 1800. 1.
24 . 05 .130 25 1 SECTION C-C. 08/2002
.005 2(BE15.7) SET 3, 1599916384
- 1. 2.5 S3CC.AC8 3
1 0 4
30 2. 0.65 0
12 13 14 15 5 6 7 8 9 10 11 1 1 2 3 4 5 1 1 1 1 1 1 1 1 0 1 1 1 1 0 0 0 0 0
0 0 0 0 0 1 0 0 0 0 5 21 22 23 24 25 25 16 17 18 19 20 1 0 1 1 1 1 1 1 1 1 1 0 1 0 0 0 0 0 0 0 0 0 0
page 19 of 32
excerpt S300.A08 from ~~GEO.HBIP.02.O8 Rev. 0 15999 .00500 - .3273502--03 -.323638E-003
- .323427E- 03 - .32.72832-03 - .323334E-03
-.3279002-3 -.32720-03 -.3274442-013 -.- 30462-03 -. 32,25 1E-0327 ......
- 3283522Z-03 -.3248112-03 - .3292 92- 03 -. 3259092-03
-.327704E-003 -.3240662-03 - .3351622-03
.33S7322-03 - .3328152-03 - .3379782-03
-.3287962-03 - .3337232-03 - .3306952-03 -
- .33195371-03 - .3438772-01 - . 69811-01 - .147.228-03
-.3378122-03 -. 343381- 03 -. 34 07052S-D3 -.3464802-03
-.3405582-03 13520
-. 3548992-03 -. 3612252-D3 -. 3587921-03 -35520
-.151.3782-01 - .5082-0 -.3571602-03
- .3776981-03 - .3351371-03 - .1830802-03
-.3749002-03 - .3726212-03 - .37984721-03
- .369953E-03 -.3677072-03 - .4104162-03 - .4087312-03
- .3950272-03 -. 033791-03 - .4017062-03
- .3908522-03 -3.108901-01 - .396932-0E-3
-.434L3902-03 -. 4451302-03 -.44415011-03
-.4165852-03 - .4262212-03 - .4250512-01 -.4251982Z-03
-. 417957E-03 -.6954542-03 -.4963702-03
- .4617581-03 - .4680032-03 - .4803901-03 -.48127492-03
-.4558791,-03 -.1556812-01 -.57620
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-.5116182-03 -.5138472-03 -.529102-03 - .6933382-03
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-.54431-72-03 - .1758771E-03 - .1604022-03 -.1279122-03
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- .1520932-02 - .1594402-02 - .1647532-02
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- .218544t-02 - .2126922-02 - .2089792-02
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-.1928402-02 -.1839372-02 - .1734762-02 -.1643712-02
-.2005092-02 - .991962E-83 - .9783162-03 - .9232212-03
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-.7365242C-03 - .4841942-03 - .4228522-03 -.2871132-03
- .9032942-03 - .8736482-03 .7697722-03 .8928192-03
.2721842-03 .4269152-03 .5558052-03, .6630282-03
.1702141-04 .1400382-03 .1307882-02. .1376092-02
.1112542-02 .1174352-02 .1236182-02 .1291192-02
.1005882-02 .1092962-02 .1794912-02 .1841782-02
.1553132-02 .1543572-02 .1624472-02 .1759852-02
.14694L22-02 .1568312-02 .2239172-03 .2300642-02
.2016432-02 .2084462-02 .2116472-02 .2170332-02
.1907112-02 .1879232-02 .1182182-02 .2.129912-02
.2273982-02 .2276242-02 .2222722-02 .2206432-02
.2265302-02 .2361132-02 .1946322E-02 .1703381-02
.2162222-02 .2135272-02 .2161342-02 .2107491-02
.2054822-02 .2117022-02 .5761712-03 .6973162-03
.1164942-02 .1011542-02 .9004812-03 .7154012-03
.1594622Z-02 .1442032-02 .2052252-03 .1441912-03
.7645222-01 .92.40222-03 .0308062-03 .5184782-03
.7957231-03 .7418882-05 -.1175412-03 -.1419682-02
- .9021642-03 -.1037832-02. - .1029682-02
- .115642E-03 -.3573062-03 -.6267041I-03 -.2710882-02
- .2117792-02 - .2351242-02 - .2551302-02'
- .1723262-02 -.1819442-02 - .1918732-02
- .1625202-02 - .3281142-02 - .3282231-02
-.3312312-02 - .3527322-03 -.352.3062-02 -.3315351-03
-.2942082-02 -.3111262-02 - .3868802-02 -.6197102-02
-.2 8522 42-02 -.3262222-03 -. 3573042-02 -.5619012-02
-.3107341-02 -.2315542-02 -.4525382-02 -.4387202-02
- .465282E-02 -.6532172-02 - .4528162E-02
- .4370962-02 -.4528892-02 -.4716041-02
-.3269952-02 -.1097842-02 - .5124692-02
-.4044232-02 - .3750072-02 - .3547422E-02
- .43:1172-02 - .425797E-02 -.2238462-02
- .2634682-02 -.2231532-02 - .2195432-02
- .3120672-02 -.2984432-02 - .2876452-02 - .2674672-02
-.2162531-02 -.2078732-02 -.1913732-02 -.1589152-02
-.2226012-02 -.2152502-02 -.2146142-02 -.2124611-02
-.1079481-02 - .1110502-02 - .1115112-02
-.1147231-02 -.1096442-02 -.1215861-02 -.1182343S-02
- .14.28321-02 - .5386062-04 .1462882-03
-.7034612-03 -.3957962-03 -.2037902-03 -.1850802-03
- .1123472-02 - .1004372-02 .1359042-02 .1650052-02
.5243012E-03 .6702511-03 .9670722-03 .1192442-02
.295412-05 .46635872-05 .1064472-02 .8394012-03
.1419742-02 .1432421-02 .1'261262-02 .1205422-02
.1049392-02 .1440342-02 .3000272-02 .3122652-02
.1866102-02 .2.001902-02 .2440092-02 .2840842-02
.1065252-02 .1652722E-02 .1752141-02 .1465742-02
.2540562-02 .2644462-02 .2129401-02 .1900701-02
.2973012-02 .2672312-02 .1152342-02
.1491652-02 .1191162-02 .1919392-02 .1270132-02
.1222972-02 .1390682-02. .1573602-02 -.5760162-03
.3828782-03 .1834472-03 -.1262062-03 -.2655262-03
.1092161I-02 .9192651-03 .5895012-03
.4487012-03 .9156362-01 .1379162-02 .1914212-02
-.1083902-02 -.1101042-02 -.2831322-03 .3052D42-03
.1165692-02 .7381732-03 .3362092-03 -.0770992-05
.258072-02 .2363442-02 .1438382-02 .1182952-02
-.4265282-03 -.3461092-03 -.4467132-05 -.6309942-03
-. 5379092-03 -.6638972-03 -.3574182-03 -.2835311-03
.3364302-03 .4695472-03 .8136952-01 .9079782-03
-.4824911-03 -.1140592-03 - .2223892-05 .6785462-04
.2477792-02 .2584912-02 .2590162-02, .3091522S-02
.1113051-02 .1407921-02 .1791952-02 .2102152-02
-.1384322-03 -.6005732-03 -.9026582-03 -.1304022-02
.5023182-02 .1854442-02 .9956962-03 .6302392-03
-.1157592-02 - .1394712-02 - .1136112-02 -.7218392-03
- .1860482-02 -.2428492-02 -.2391362-02 -.1497552-02
- .1015661-02 -.1002662-02 - .1303922E-02 -.1741502-02
-.1538942-03 -.1622942-05 - .721399E-03
- .5594152-03 -.3356662-03 .6737972-04
- .1941742-02 - .2032602E-02 - .1347832-02 -.6314642-01
-.1853888-02 -.1718052-02 .6468302-03 :3836542-03
.1657282-02 .1232123-02 .8994442-03 .0906122-03
.6980702-03 .1414792-02 .1226582r-02
.1850592-03 .2211942-03 .4295652-83 .9086102-03
.1225562-03 -.2004482-05 -.1516522-03 .3878062-03
.2605402-02 .2951522-02 .5161512-02 .342727E-02
.1681262-02 .1890442-02 .2230962-02 .2275442-02
.4948952-02 .6435232C-02 .4109201-02 .3391422-02
.4199762-02 .458224-02 .4992762-02 .8126752-02,
.5052132-02 .5517992-02 .6942312-02 .8074552-02
.2547122-02 .406212E-02 .4719742-02 .4015572-02
.5605111-02 .4L795112-02 .4416472-02 .4278922-02
.6556892-02 .5780542-02 .6082482E-02 .3910511-02
.2771292-02 .2686372-02 .3055592-02 .3575022E-02
.3615042-02 .3312192-02 .3046252-02 .3161682-02
.5056542-02 .4185332-02 .1900512-02 .3667142-03
.4071342-02 .454502-02 .5210978-02 .5891392-02
.4475622-02 .492'1322-02 .5289792-02 .5763212E-02
.3532622Z-02 .4258582-02 .4294602-02 .3296792-02
.5082952-02 .4412741-02 .4012022-02 .3489042-02
.5426972-02z .538123-02 .556517-02 .3243092-03
.1360422-03 .1362162-02 .1033552E-02 .1455802-02
.2568202-02 .5905872-03 .5935642-04 -.5607372-02
- .410602E-02 -. 5015802-02 - .5075232-02 - .5781862-02
-.1634382-02 -.2509952-02 - .1269152-02 8202802-02
-.8750202-02 - .9759042-02 -. 9834982-02 -.
-.5866942-02 -.6391112-02 - .7735062-02
-.5963442-02 -.3514801-02 -.2885612-02 -.4168662-02
-.7317382-02 -.6554562-03 -.41909502-02 -.3709142-02
-.7252191-02 -.7680262-02 - .8370512-02 -.9084202-02
-.6031052-02 -.5123612-02 - .5805622-02 -.6791512-03
- .4549212-02 - .552793-02 -. 34625428-02 9960022-02 - .9077482-02 - .9715452-02 - .2822512-02
.. 1029411-01 - .1097232-01 -. .1022162-0
.3442702-0 .5302220 6152-2 .052-2
-.2632762-02 -.7241102-03 .154649E-03 .1402972C-01
.1642942-01 .1480512-01 .16867-01 .1439597-01
.1120592-01 .1190362-01 .1475812-01 .1331122-01
.1351642-01 .1333602-01 .1381992-01 .1291202-01
.1411592-01 .1361991-01 .1233722-01 .9439212-02
.1298982-01 .1235842-81 .1071462-01 .99711772-02
.1310262-01 .1262102-01 .1260582-01
.1071512-01 .1204822-01 .1204812-01 .1221702-01
.7833142-02 .780057-02 .9834462-02 .1067262-01
.9198852-02 .7856782-02 .6712682-02 .637832S-02
.1171322-01 .1131782-01 .1460902-01 .9800292-02 page 20 of 32
GEO.HBIP.02.08 Rev. 0 excerpt from TR3C.OUT Attachment D SNArE -- A CObPU-ER PROGRAM FOR EARTHOUAEE RESPONSE ANALYSIS OF NORIZCNTALLY LAYERED SITES
- MS-DOS VERSION - CONVERTED TO ISM-PC -BY Shyh-Shiun Lai, WCC
.January 1985
'Rodified to Use 16384 Points and 100 Soil Layers, 5.J. Cbiou. August 1995)
Output file nase TR3C.OGT start time 19 8 / --
Start tune 19' --
MAX. NUMBER Or TERMS IN FOURIER TRANSFORM . 16384 NECESSARY LENCIGT OF SLANM COMMON X
- 102419 T
EARTR PRESSURE AT REST FOR SAND
- 0.500 1' OPTION *I READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN CURVES FOR RELATION STRAIN VERSUS SNEAR MODULUS AND DAMPING MATL TYPE STRAIN (1) MOD RED CO STRAIN 0%) DAMP FACTR 0.000100 1.000 0.000100 1.7 I
- 0. 000316 1.000 0. 000316 1.7 1
0.001000 1.000 0.001000 1.7 1
0.003160 0.940 0.003160 2.6 1
0 .010000 0.820 0.010000 4.5 1
0.031600 0 .640 0. 031600 7.8 1
0.100000 0.400 0.100000 11.7 1
0.316000 0.210 0.316000 16.3 1
1.000000 0.090 1.000000 20.2 1
3.160000 0.040 3.160000 23.0 1
10.000000 0.020 10.000000 23.0 MAThTYPE STRAIN (1) MOD RED CO STRAIN (M DAMP rACTR 2 0.000100 1.000 0.000100 1.3 2 0. 000300 0.i99 0. 000300 1.3 2 0.001000 0. 91 0.001000 1.5 2 D.Do3000 0.953 0.003000 2.1 2 0 .010000 0 .8 30 0.01000 0 3.8 2 0.030000 0.620 0.030000 6.9 2 0.100000 0.364 0.100000 12.6 2 0.300000 0.181 0.300000 18.9 2 1.000000 0.071 1.000000 24.8 2 3.000000 0.025 3.000000 27.2 2 10.000000 0.010 10.000000 28.9 NATL TYPE STRAIN (1) MODRED CO STRAIN M') DAOP FACTR 3 0.000100 1.000 0.000 100 1.1 3 0.000300 1.000 0.000300 1.1 0.0 01000 0.995 0 .001000 1.3 3
- 0. 003000 0.972 0.003000 1.7 3 0 .010000 0.879 0.010000 2.9 3
0.030000 0.701 0. 030000 54 3
3 0.100000 0 .442 0. 100000 10.5 0.300000 0.230 0 .300000 16.6 1.000000 0.097 1.000000 22.9 3
- 3. 000000 0.037 3.000000 25.5 10.000000 0.014 10.000000 27.0 MATL TYPE STRAIN CI) MODRED CO STRAIN (t) DAMP FACTR 4 0.000100 1.000 0.000 100 0.9 A 0 000300 1.000 0.000300 0.9 4 0.001000 0.996 0. 001000 1.1 A 0.003000 0.980 0.003000 1.5 0.010000 0.910 0.010000 2.3 4 0. 030000 0.756 0. 030000 4.4 0.100000 0.510 0.100000 8.7
- 0. 300000 0.2 83 0.300000 14.6 1.000000 0.122 1.000000 21.3 4 3.000000 0.050 3.000 000 23.8 4 10.000000 0 .019 10.000000 25.5 page 21 of 32
GEO.HBIP.02.08 Rev. 0 excerpt from TR3C.OUT Attachment D MOD RED CO STRAIN (t) DAMP rACTR XATL TYPE STRAIN (t 0.000100 0.8 0.000100 1. 000 S 0.0003 00 0.0 0.000300 1.000 S 0.001000 0.9 0.001000 0. 997 S 0.003000 1.1 S 0.003000 0.906 0 .010000 1.9 0.010000 0.932 0.030000 3.5 S 0.030000 0.809
- 0. 100000 7.2 5 0.100000 0.573
- 0. 300000 12.7 S 0.300000 0.3 3
- 0. :52 1.000000 19.3 .
1.000000 3.000000 22.4 3.000000 0.067
- 0. 025 10.000000 24.0 10.000000 STRAIN (0) DAMP FACTI MATL TYPE STRAIN (M) MOD RED CO 0.000100 0.6 0.000100 1.000 1.000 0.000300 0.6 0.000300 0.990 0.001000 0.6 0.001000 O.003000 0.9 0.003000 0. 991 6 0. 010000 1.3 6 0 .010000 0.055 6 0.860 0.030000 2.5 0.030000 4 0.658 0.100000 5.5 0.100000 0.417 0.300000 10.3 0.300000 0.107 1.000000 16.8 1.000000
- 0. 083 3.000000 20.2 3.000000 0.0 2 10.000000 222.5 10.000000 7
. C~~~~~~~~~~~~.
7 7 STRAfI (0.) DAMC rACTR HATL TYPE STRAIN t0) MOD RED CO 6 1.000 0.000100 0.2 0.000100 7 0.000300 1.000 0.000300 0.4 0.001000 0.8 0.001000. 1.000 0.003000 1.4 0.003000 0.990 0.960 0. oio000 2.8 0.010000 0.900 0.030000 5.1 0.030000 0.750 0.100000 9.8 7 0.100000 O. 550 0.300000 15.5 0.300000 0.340 1. 0ooooo 21.0 1 .000000 O.200 3.000000 25.0 3.000000 7 0.120 10.000000 28.0 10.000000 1- OPTION 2 READ SOIL PROFILE NEW SOIL PROFILE NO. 1 IDENTIFICATION Transporter Route, ItPP. ISFSI, 08/
25 DEPTH TO BEDROCX 85.00 ONUKOEROF LAYERS 6.00 LAYER 4 DEPTH TO WATER LEVEL NUMBEROF FIRST STMMERUGED DAMPING UNIT WEICTH SHEAR VEL sVX,%1 DEPTH EpF. PRESS. MODULUS LAYER TYPE nAX-MOD TMICXNES5 0.1250 915.000 915. 000 0.063 3250.097 0. 0500 1 2. 3250.097 1.00 0.50
- 0. 1250 915.000 915. 000 3250.097 2.00 2.00 0.250 3250. 097 0.0500 915. 000 2 I 0. 0500 0. 12SO 915.000 3.00 4.50 0.563 3250.097 915.000 3250. 057 0.1250 9135.000 I 2.00 7.00 0.813 3250. 097 0 .0500 915. 000 S 3250.097 O .0500 0. 1250 915.000 2 .00 9 .00 0.938 1250.097 915. 000 3250.097 0.0500 0. 1250 915. 000
- 2. 00 11.00 1.063 3250.097 915.000 6 3250. 097 0. 1250 915.000 13.00 1.100 3:50 097 0.0500 7 3250.097 2 .00 0. 1250 915.000 915. 000 1 15.00 1.313 3250.097 0. 0500 3250. 0973 2.00 0. 1300 13220.000 1220.000 2 2. 00 17.00 1. 444 6009.068 0.0500 1220. 000 10 6009.068 O.0500 0. 13 00 1220. 000 1 3.00 19.50 1.6131 6009.06B 1220.000 6009. 068 0. 13 00 1220. 000 10 1 3 .00 22. 50 1. 815 6009.068 0.0500 1052.791 6009.040 0.1300 1052.791 2 26.50 2. OB6 4474. 783 0.0500 1155.313 12 4474.783 5.00 0.1300 1155. 313 2 31.00 2.390 5388. 73B 0.0500 133 53S.1 33 4.00 0. 1300 1106.609 116. 689 2 35.00 2.660 5685.40B 0.0500 14 5605. 400 4 .00 0.1300 1183.818 1183. 018 2 39.00 2.931 5657. 928 0.0500 15 5657.528 4.00
- 0. L300 1210.226 1210.226 2 43.00 3 .201 59131.75 0.0500 16 5913 .175 4.00 O. 13 00 1830.000 1030. 000 47.50 3.505 13520.403 0.0500 17 1 13520.403 5.00 0.1300 1830.000 1830.000 52.50 3. 843 13520.403 0. 0500 1s 13520 .403 5.00 0.13 00 1567 .91 1567. 988 57.50 4.1*1 9925.974 0.0500 19 3 9925. 974 5.00 0.13 00 1598 .757 1590.757 62.50 4.519 10319.356 0.0500 20 3 10319 356 5.00 0. 1300 1627.046 1627 .86 67.50 4.BS7 10698. 285 0. 05 00 21 3 10698.285 5.00 1655. 454 1655. 454
- 5. 195 31064.243 0.0500 0. 13QO 22 11064. 243 5.00 72.50 1681. 746 1601 746 I 5.533 1141. 479 0. 0500 0. 1300 21 11410. 479 5.00 77.50 1706.859 1706. 859
- 5. 871 11762.051 0.0500 0.1300 24 3 117 62. 0 51 5.00 B2.50 1800.
13001. 0.050 0. 1300 25 BASE PERIOD . 0.25 FROMAVERRAGE SHEARVEL.
- 1366.
MAXIMUMAMPLIFICATION = 13.99 FOR FRE0UENCY
- 4.42 C/SEC.
PERIOD
- 0.23 SEC.
I......* OPTION 1
- READ INPUT MOTION EARTHQUAKE - SECTION C-C, 0812002 page 22 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D excerpt from TR3C.OUT ISIlE INTERVAL 0.0050 15999 ACCELERATION VALUES AT READ FROM CARDS THE VALUES ARE LISTED ROW BY ROW AS A TOTAL OF16384 VALUES TRAILING ZEROS ARE ADDED TO CIVE MAXIMUM ACCELERATION . 1.63301 AT TINE
- 23.28 SEC A FACTOR
- 1.000 THE VALUES WILL It IULTIPLIED BY
- 1.63302 TO GIVE NEW MAXIMUM ACCELERATION NEAN SOUARE FREQUENCY - 0.94 C/SEC.
REMOVED ABOVE 2.50 C/SEC.
MAX ACCELERATION
- 1.69520 FOR FREQUENCIES
- READ WHERE OBJECT NOTION IS GIVEN 1...... OPTION 3 OBJECT MOTION IN LAYER NUMBER 1 OUTCROPPINC OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES
- 1 ...... OPTION A 30 , ,* f MAXIMUM -NMBER OF ITERATIONS T- -
- 2.00 XIMUM ERROR IN PEXCENT DOMAIN . 0.64 FACTOR FOR EFFECTIVE STRAIN IN TIME EARMTOQUAXE - SECTION C-C. 08/2002 transporttr Route, PBPP. ISFSII 0S/
SOiL PROFILE -
ITERATION NUMBER 1 FYT. STRAZN . .651 MAX. STRAIN IN THE TIME DMAIN WITH THE CALCULATION HAS BEEN CARRIED OUT a USED ERROR NEW Vs DAMP USED ERROR NEW C DEPTH EFP. 51RAIN NEW DAMP.
LAYER TYPE 3118.931 3250.097 -4.2 896.344 0.0C217 0.023 0 .050 -116.9 53 6.029 1 I 8.1 2713 .292 3250.09 7 -19.8 0.00867 0. 043 0.050 -17.2 773. 935 2 2.0 2125.214 3250.097 -39 .8 0.01951 0.064 0 .050 22.1 735.613 3 4.5 2100.648 3250.097 -54 .7 0.077 0 .010 34 . 9 706.459 4 I 7.0 0.03035 1S37 .462 3250.097 -67.8 0.03901 0.065 0.050 41.3 601. 2 68 5 1 9.0 1801. 731 3250.097 -80.4 0.04767 0.092 0.00 45.0 659 .S75 6 11.0 16l8.814 3250.091 -92 .6 0 .098 0.050 48.8 640.420 7 13.0 0. 05632 1592. 149 3250.097 -104 . 1 0.06496 0.102 0.050 11.2 938.234 8 1 15.0 3553.937 6009.0 68 -69 .1 0.0S6 0.050 41.8 914.549 9 1 17.0 0. 03990 3376.767 6009.068 -78. 0
- 0. 04596 0.091 0.050 44.9 889.304 10 1 19.1 3192. 916 6009.068 -88.2 0.096 0 .050 47.7 6651.724 11 1 21.5 0.05121 17 09.2 60 4474 .783 -150 .1 0.118 0.050 57. 6 735.713 12 2 26.5 0. 08048 2135.26S 53 8.738 -166.8 0 .137 0.050 57.2 741.896 13 2 31.0 0. 01226 2222.14 9 5685. 408 -155 .9
- 0. 08014 0.120 0.050 58.3 716.838 14 2 35.0 2074.S78 5657.S28 -172.7
- 0. 0S875 0.125 0.050 60.1 723.240 1s 2 39.0 2111. 799 5913.175 -1806.0 0.1042 1 0.122 0.050 61.0 1348.484 16 2 43.0 7341.397 13120.403 -84.2 0 .094 0.0SO 46.7 1322. 404 17 1 47.5 0.05034 7060.176 13 520.403 -91 .5
- 0. 01163 0. 097 0.050 48.5 1088 .825 18 1 51.5 0786.34 4 9925. 974 -107 .4 0.097 0.050 40.4 1099 .261 19 3 57.5 0. 082 95 4078. 533 10319.356 -111.5 0.00060 0 .099 0.050 49.3 1100.993 20 62.S 4965.297 10698.285 -115.5 3 0. 100 0 .050 50.2 1118.109 21 67.5 0. 09023 5047 .2S6 11064.243 -119.2 3 0.102 0.050 50.9 1126. 683 22 72.5 0. 09362 5124. S65 114 18.479 -122.8 3 0.09 687 0.3103 0.050 51.6 1134 .775 23 77.5 5190.848 11762.051 -126.2 3 0.10000 0 .105 0.050 52.2 24 82.5 VALUES IN TIME DOOAIN MAX STRAIN KAX STRESS TINE LAYER TYPE THICQIESS DEPTH FS PRCNT PSF SEC FT 0.00334 104.04 23.47 1 I 1.0 0.5 0.01334 362.02 23.47 2 1 2.0 2.0 0.03 002 697. 98 23. 47
.3 1 3.0 4.5 0.04 669 980.72 23.47 1 2.0 7.0 4 1162.73 23.47 I 2.0 9 .0 0 .06001 5 1321.26 23.47 1 2.0 11.0 0. 07333 6 1463.20 23 .47 2.0 13.0 0.08664 7 1 2.0 15.0 0.09994 1591. 14 23 47 a 1 23.47 2.0 17.0 0.06138 2181.*0 9 1 23 47 19.1 0.07071 2387.76 10 I 3.0 23. 47 22.5 0. 08190 2614.9z 21 1 3.0 0.12997 2325.56 3 .47 12 2 5.0 26.5
- 0. 12655 2765.52 23. 47 13 2 4.0 31.0 35.0 0.13559 3013 .12 23.47 14 2 4.0
- 23. 47 39.0 0.15193 3151.87 15 2 4.0 3315.63 23.47 2 4.0 43.0 0.16032 26 568S.78 23.46 47.1 0 .077 45 17 1 5.0 6042 .09 23.46 1 5.0 52.5 0.0o855s 18 6108.37 23.46 517.5 0.12762 19 31 5.0 page 23 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D excerpt from TR3C.OUT PST SEC FT PRCNT rs 107.15 23.45 0.5 0.00344 I 1.0 433.08 23.47 1 2.0 0.01646 1 2.0 9,5.79 23.47 2 4.5 0.04701 1 3.0 1545.38 23.48 7.0 0.09503 1 2.0 1990.01 23.48 9.0 0.15320 1 2.0 2448.47 23.48 11.0 0. 2218B I. 2.0 2902.22 23. 49 13.0 0.31998 1 2.0 3358.52 23.49 7 15.0 0.49005 2.0 3768.07 23. 48 17.0 0.15808 2.0 4349.O0 23.48 19.5 0.20549 3.0 5046.20 23.48 10 22.5 0.27755 1 3.0 5884.31 23.52 11 26.5 6. 12152 2 5.0 6939.04 23.51 12 31.0 2. 84760 2 4.0 7703.14 23.51 13 35.0 6.58769 2 4.0 8431.08 23 .50 14 39.0 8.74897 2 4.0 9047.57 23.49 15 43.0 9 .7 8218 186 2 4.0 9733.69 23.41 47.5 0 .20346 1 5.0 10667.61 23. 39 17 52.5 0.24327 1 5.0 11619.50 21. 39 18 57.5 0. 56229 3 5.0 12 647.65 23.38 19 62.5 0.62205 3 s.0 13692.24 23.36 20 67.5 0. 6 916 3 5.0 14737.23 23.36 21 72.5 0.76122 3 5.0 15770.24 23.35 22 77.5 0. 84908 5.0 16702.02 23.35 23 3 02 .5 0 .94845 5.0 24 a
EARThQU=RE - SECTION C-C. 0S/200: 08/
1',
I5FSI.
SOIL PROFILE - Transporter Route. M4PP.
- .65* MAX. STRAIN 25 Er!. STRAIN ITERATION NUMBER IN THE TIME DOMAIN WITH 1AS BEEN CARRIED OUT ERROR NEW Vs ml CXALCLATION NEW C C USED DAMP USED ERROR NEW DAMP.
DEPTS EFF. STRAIN LAYER TpE 0.0 395.587 3 113.650 3113.650 0 . 023 0.0 0.0 823.195
- 0. 00224 0.023 2630.632 2630. 632 1 0.5 0 .047 0.0 0.0 735.007 1 0.01070 0.047 2097. 284 2097.184 1 2.0 0 .077 0.0 0.0 647.244 2 0.03055 0.077 1626 .260 1626.260 1 4.5 0 .101 0.0 0.0 579. 333 3 0.06277 0.101 1302. 897 1302. 897 1 7.0 0.117 0.0 0.0 5331.163
- 0. 09958 0.117 1103.503 1103.503 1 9.0 0.132 0.132 0.0 0.0 481.370 0.14 422 907.013 907.014 6 1 11.0 0.146 0.146 0.0 674. 339 0.0 416.7 85 13.0 0.20798 0.0 674.338 766. 454 7 I 0.164 0.164 2371.702 0.0 15.0 0.32373 0.0 2371.702 0.0 724. 027 1 0.118 0.118 2116. 395 17.0 0.10327 0.0 2116.395 671.068 1 0.129 0. 129 3.818.109 0.0 19.3 0.13357 0.0 10 10.109 153.159 1.0 1 0.141 0.141 96.125 -1.5 22.5 0.18041 0.1 94.705 245.513 11 1 0.276 0.276 243.680 -0.1 4.08162 0.0 243.352 170. 192 12 2 26.5 0.2 62 0.262 126. 932 0.0 31.0 1. 053 63 0.0 116.941 134. B63 13 2 0.277 0.277 96.367 0.5 35.0 4.28145 0.0 94. 024 151. B86 14 2 0.281 0 .281 92.490 0.7 39.0 5.65003 0.0 93.137 1008.901 15 2 0.202 0.2B3 4784.091 0.1 43.0 6. 3021S 0.0 4787.027 0.0 1042 .43 4 16 2 0.128 0.128 43 *5.101 47.5 0. 13207 0.0 43807.168 0.0 715. 602 17 1 0.135 0 .135 2066. 476 52.5 0.15798 0.0 2067.4*6 0.0 709.811 18 1 0.17 6 0.176 2031 .215 57.5 0.36517 0.0 2034.103 0.0 701.664 19 3 0.181 0 .181 19 86. 815
- 62. 5 0. 40402 0.0 1987.476 691.297 20 3 0.187 0 . 187 1928. 410 0.0 67.S 0.44762 0.0 1929.376 678.472 21 3 0. 192 0. 192 1857. 335 0.1 72.5 0.49635 0.0 38358.454 662 .251 22 3 0. 198 0. 198 1769.412 0 .1 77.5 0.53141 0.0 1770. 661 23 3 0.204 0.204 3 82.5 0.615S90 24 VALUES 1S TIME DOMAIN TflS MAXSTRAIN MAX STRESS DEPTH SEC LAYER TYPE TWaCENEss FT PRCOP PS?
rs 107.15 23.45 0.5 0 .00344 1 1.0 433.08 23.47 1 2.0 0.01646 1 2.0 985.79 23.47 2 4.5 0.04701 3.0 1545.38 23.48 3 7.0 0. 09503 2.0 1996.01 23.42 4 9.0 0.15320 2.0 .448.47 23.48 5 11.0 0.22188 6 1 2.0 2902.23 23.49 13.0 0.31998 7 1 2.0 3258.52 23.49 13.0 0. 49805 I 2.0 3768.07 23.40 8 17.0 0.15ses 1 2.0 4349.04 23.4$
9 19 .3 0.20549 10 1 3.0 5046.20 23.48 22.5 0.27755 1 3.0 5946.93 23.52 12 26.5 6.27941 12 2 5.0 6939.78 23.51 31.0 2.85174 2 4.0 7702.75 23.51 13 35.0 6. 5 685 14 2 4.0 8416.30 23.50 39.0 8. 69236 i5 2 4.0 9031.19 23.49 41.0 9.69663 16 2 4.0 972 6. 87 23.41 47.5 0.20319 17 1 5.0 10662.77 23.39 52.3 0.24304 18 1 5.0 11614.77 23.39 37 .5 0.56180 1 5.0 12643.42 23.10 19 62.5 0. 62157 20 5.0 13688.20 23.36 67.3 0. 68B65 21 5.0 1473i.05 23.36 72.5 0.7 6362 22 3 5.0 15765.74 23.35 77.5 0.84833 23 3 5.0 0.9 4754 16777.73 23 .33 5.0 52.5 24 page 24 of 32
excerpt from TR3C.OUT GEO.HBIP.02.08 Rev. 0 Attachment D PERIOD
- 0.57 FROM AVERACE SHEARVEL. . 599.
NAXIMU1 AMPLIFICAIION
- 2.24 FOR FREOUENCY
- 0.92 C/SEC.
PERIOD . 1.09 SEC.
I.... OPTON S 5n COMPUTE MOTION IN NEW SUBLAYERS EXRTHOUXXE - SECTION C-C. 08/2002 SOIL DEPOSIT - Transporter Route. KLPP. ISFSI5 LAYER DEPTH 11AX. ACC. TINE )--AN SO. FR. ACC. RATIO PUNCHED CARDS FT C SEC C/SEC QUIET ZONE ACC. RECORD OUTCR. 0.0 1.69520 23.4S 0.94 0.070 2040 WITHIN 1.0 1.69517 23.45 0.94 0.070 WITHIN 3.0 1.69487 23.45 0.94 0.070 WITHIN 6.0 1.69367 23 .45 0.94 0.070 WITHIN 8.8 1.69210 23.45 0.94 0.070 WITHIN 10.0 1.68963 23.45 0.94 0.070 WITHIN 12.0 1 1.6 8615 23.45 - 0.93 0.069 0
- I WITHIN 14.0 1.60126 23.45 0.92 0.069 WITHIN 16.0 1.67415 23.44 0.91 0.068 WITHIN 18.0 1.67173 23.44 0.91 0.067 WITHIN 21.0 1. 66714 23.44 0.90 0.067 WITHIN 24.0 3.66108 23.44 0.89 0.066 0 WITHIN 29.0 1. 611 82 23.36 0.73 0.052 WITHIN 33.0 1.63585 23.34 0.76 0.055 WITHIN 37.0 1.70526 23.31 0.96 0.067 I...... OPTION 5 COMP'JTE nOTION IN NEW SUBLAYERS EARTHQUAIE - SECTION C-C, 081/2002 SOIL DEPOSIT - Transporter Route. R3PP. ISFSI 08/
LAYER DEPTH IAX. ACC. TINE NEAR SQ. FR. ACC. RATIO PUNCHED CARDS FT 0 SEC C/SEC QUIET ZONE ACM. RECORD WITHIN 41.0 1.70205 23.30 1.28 0.083 a WITHIN 45.0 1.82975 23.28 1.50 0.097 0 WITHIN 50.0 1.82806 23.28 1.50 0.097 0 WITHIN 55.0 1.82387 23.28 1.50 0.097 WITHIN 60.0 1.81094 23.28 1.49 0.097 0 0
WITHIN 65.0 1.79372 23.28 1.48 0.096 0
WITHIN 70.0 1.7713S 23.28 1.46 0.096 0 0
WITHIN 75.0 1.74401 23.27 1.43 0.094 0
WITHIN 80.0 1.71175 23.27 1.40 0.093 0
WITHIN 85.0 1.67434 23.27 1.36 0.091 OGSCR. 85.0 1.78635 23.24 1.45 0.100 2040 page 25 of 32
GEO.HBIP.02.08 Rev. D0 excerpt from TR3C.PUN Attachment XMAX= 1.6952 SECTION C-C, 08/2002 ACCELERATION VALUES AT OUTCROPPING LAYER I - Transporter Route, HBPP, ISFSI. 08/
1
-0.000814-0.000917-0.001015-0-001108-0.001196-0.001278-0.o01354-0.001422 2
-0.001483-0.001537-0.001582-0.001619-0.001648-0.001668-0.001679-0.001681 3
-0.00167S-0.001660-0.001636-0.001603-0.001563-0.001514-0.001458-0.001395 4
-0.001076-0.000983-0.000885-0. 000784-0.000680
-0.001324-0.001247-0.001164 5 0.000077 0.000181
-0.000573-0.000465-0.000356-0.000246-0.000137-0.000029 6 0.000640 0.000716 0.000785 0.000847 0.000282 0.000378 0.000471 0.000558 7 0.001054 0.001048 0.000902 0.000949 0.000987 0.001017 0.001038 0.001051 8 0.000757 0.000683 0.001033 0.001009 0.000976 0.000934 0.000884 0.000825 9 0.000206 0.000094-0.000022-0.000142 0.000600 0.000511 0.000415 0.000313 10
-0.000265-0.000390-0.000517-0.000645-0.000773-0.000901-0.001027-0.001152 11
-0.001275-0.001394-0.001510-0.001621-0. 001728-0.001829-0.001924-0.002013 12
-0.002095-0.002170-0.002237-0.002297-0.002348-0.002391-0.002426-0.002453 13
-0.002471-0.002481-0.002482-0.002475-0.002459-0.002436-0.002406-0.002368 14
-0.002323-0.002271-0.002214-0.002151-0.002082-0.002010-0.001933-0.001852 15
-0.001769-0.001684-0.001597-0.001509-0.001420-0.001332-0.001245-0.001160 16
-0.001076-0.000995-0.000917-0.000843-0.000773-0.000709-0.000648-0.000594 17
-0.000546-0.000504-0.000468-0.000439-0.000416-0.000401-0.000392-0.000391 18
-0.000396-0.000409-0.000428-0.000454-0.000486-0.000524-0.000568-0.000617 19
-0.000671-0.000730-0.000793-0.000859-0.000928-0.000999-0.001072-0.001147 20
-0.001222-O.OOi297-0.001371-0.001444-0. 0011i5-0.001584-0.001649-0.001711 21
-0.001767-0.001820-0.001867-0.001908-0.001943-0.001972-0.001993-0.002007 22
-0.002013-0.002011-0.002001-0. OOr984-0.001957-0.001924-0.001881-0.001831 23
-0.001772-0.001706-0.001632-0.001552-0.001464-0.001371-0.001271-0.001166 24
-0.001056-0.000942-0.000824-0.000704-0.000580-0.000457-0.000331-0.000206 25 0.000505 0.000611 0.000709-
-0.000081 0.000042 0.000163 0.000281 0.000396 26 0.001185 0.001215 0.000802 0.000886 0.000964 0.001033 0.001094 0.001144 27 0.001244 0.001231 0.001207 0.001171 0.001125 0.001067 0.001236 0.001245 28 0.000371 0.000234 0.000998 0.000918 0.000829 0.000728 0.000618 0.000498 29 0.000090-0.000061-0.000218-0.000381-0.000548-0.000720-0.000894-0.001071 30
-0.001248-0.001428-0.001605-0.001783-0.001957-0.002129-0.002297-0.002461 31
-0.002618-0.002770-0.002913-0.003050-0.003178-0.003297-0.003406-0.003505 32
-0.003593-0.003671-0.003735-0.003790-0.003830-0.003861-0.003877-0.003882 33
-0. 003873-0.003854-0.003820-0.003777-0.003720-0.003653-0.003574-0.003486 34
-0.003386-0.003278-0.003159-0.003035-0.002900-0.002761-0.002613-0.002462 35
-0.002304-0.002145-0.001981-0.001816-0.001648-0.001481-0.001313-0.001147 0.000061 36
-0.000981-0.000821-0.000660-0.000507-0.000355-0.000211-0.000070 0.000782 0.000850 37 0.000189 0.000306 0.000419 0.000521 0.000617 0.000703 0.001069 0.001086 0.001099 0.001101 38 0.000912 0.000963 0.001008 0.001041 0.001024 0.000991 0.000958 0.000918 39 0.001099 0.001087 0.001072 0.001049 0.000612 0.000569 40 0.000878 0.000834 0.000791 0.000X44 0.000700 0.000654 0.000404 0.000382 0.000367 0.000355 41 0.000530 0.000492 0.000460 0.000429 0.000388 0.000411 0.000441 0.000475 42 0.000351 0.000351 0.000358 0.000369 0.000727 0.000789 0.000855 0.000922 43 0.000517 0.000562 0.000613 0.000667 0.001413 0.001475 44 0.000993 0.001063 0.001136 0.001206 0.001277 0.001345 0.001720 0.001748 0.001770 0.001781 45 0.001536 0.001590 0.001640 0.001683 0.001692 0.001640 0.001578 0.001502 46 0.001785 0.001777 0.001760 0.001731 0.000640 0.000470 47 0.001416 0.001316 0.001205 0.001081 0.000946 0.000798 48 0.000290 0.000100-0.000099-0.000308-0.000524-0.000748-0.000977-0.001213 49
-0.001452-0.001696-0.001941-0.002189-0.002436-0.002683-0.002927-0.003170 50
-0.003406-0.003640-0.003864-0.004083-0.004292-0.004492-0.004680-0.004857 51
-0.005020-0.005172-0.005306-0.005428-0.005531-0.005620-0.005689-0.005743 52
-0.005776-0.005793-0.005789-0.005769-0.005727-0.005669-0.005590-0.005494 53
-0.005378-0.005247-0.005096-0.004931-0.004747-0.004550-0.004336-0.004112 54
-0. 003872-0.003623-0.003361-0.003093-0.002813-0.002530-0.002238-0.001944 0.000131 0.000412 55
-0.001645-0.001347-0.001045-0.000748-0.000450-0.000158 0.002116 0.002307 56 0.000688 0.000952 0.001210 0.001453 0.001688 0.001907 57 0.002918 0.003030 0.003122 0.003198 0.003254 0.002485 0.002645 0.002792 0.003279 0.003232 0.003172 0.003093 58 0.003296 0.003316 0.003322 0.003308 59 0.002202 0.002035 0.003003 0.002897 0.002781 0.002650 0.002511 0.002359 0.001134 0.000946 0.000763 0.000578 60 0.001863 0.001684 0.001504 0.001318 61 0.000400 0.000224 0.000056-0.000108-0.000262-0.000410-0.000545-0.000673 62 001176-0.001212-0.001236
-0.000787-0.000891-0.000981-0.001061-0.001124-0. 63
-0.001244-0.001240-0.001219-0.001187-0.001140-0.001081-0.001008-0.000925 0.000087 64
-0.000829-0.000723-0.000607-0.000483-0.000349-0.000210-0.000063 0.000879 0.001035 0.001190 0.001339 65 0.000243 0.000400 0.000560 0.000719 0.002184 0.002263 66 0.001485 0.001622 0.001754 0.001876 0.001989 0.002091 0.002464 O0.02461 0.002444 0.002411 67 0.002331 0.002384 0.002426 0.002451 0.002034 0.001916 0.001788 0.001646 68 0.002365 0.002303 0.002227 0.002137 0.000798 0.000606 0.000411 0.000211 69 0.001495 0.001333 0.001162 0.000983 page 26 of 32
GEO.HBIP.02.08 Rev. 0 TR3CI.INP Attachment D 16384 0.5 a
7 1 10 100.
11 100. #1 modulus for Clay PI 15 (Vucetic and Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.316 1 3.16 10.
1.000 1.000 1.000 .94 .82 .64 .40 .21
.09 .04 .02 11 1. damping for Clay PI 15 (Vucetic & Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.316
- 1. 3.16 10.
1.7 1.7 1.7 2.6 4.5 7 8 11.7 16.3 20.2 23.0 23.0 11 100. #2 modulus for Sarid (20 to 50 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 0.999 0.991 0.953 0.830 0.620 0.364 0.181 0.071 0.025 0.010 11 1. damping for Sand (20 to 50 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.0'3 0.1 0.3
- 1. 3. 10.
1.250 1.300 1.455 2.080 3.750 6.925 12.600 18. 905 24.840 27.2 28.9 11 100. #3 modulus for San d (50 to 120 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 1.000 0.995 0.972 0.879 0.701 0.442 0.230 0.097 0.037 0.014 11 1. damping for Sand (50 to 120 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.090 1.145 1.300 1.665 2.865 5.415 10.465 16.560 22.915 25.5 27.0 11 100. #4 modulus for San(3 (120 to 250 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 1.000 0.996 0.980 0.910 0.756 0. 510 0.283 0.122 0.050 0.019 11 1. damping for Sand i(120 tc 250 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
0.935 0.935 1.090 1.455 2.340 4.375 8.695 14.580 21.250 23.8 25.5 11 100. #5 modulus for Sand1 (250 to 500 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 1.000 0.997 0.986 0.932 0.809 0.573 0.338 0.152 0.067 0.025 11 1. damping for Sand 250 to 500 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
0.800 0.800 0.900 1.145 1.875 3.490 7.185 12.705 19.270 22.4 24.0 11 100. #6 modulus for Sand (> 50'0 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 1.000 0.998 0.991 0.955 0.860 0.658 0.417 0.207 0.083 0.032 11 1. damping for Sand (: > 500 1Et) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
0.570 0.625 0.625 0.850 1.280 2.500 5.520 10.260 16.770 20.2 22.5 page 27 of 32
GE0.H4BIP.02.08 Rev. 0 TR3CG.INP Attachment D Rock 11 100. #7 modulus for Weathered 0.01 0.03 0.1 0.3 0.0003 0.001 0.003 0.0001
- 1. 3. 10. 0.75 0.55 0.990 0.960 0.900 1.000 1.000 1.000 0.34 0.2 0.12 Rock 11 1. damping for Weathered 0.03 0.1 0.3 0.001 0.003 0.01 0.0001 0.0003
- 1. 3. 10. 9.8 15.5 1.4 2.8 5.1 0.24 0.42 0.8
- 21. 25. 28.
2 ISFSI, 08/2002 1 25 Transporter Route, HBPP, .125 895.587 1.
1.0 0.023 1.
1 1 0.047 .125 823.195 2 1 2.0 735.007 1.
0.077 .125 3 1 3.0 647.244 1.
0.101 .125 4 1 2.0 579.333 1.
0.117 .125 5 1 2.0 533.163 1.
0.132 .125 1 2.0 483.370 1.
6 0.146 .125 7 1 2.0 1.
0.164 .125 416.785 1 2.0 1.
a 0.118 .130 766.454 9 1 2.0 . 724.027 1.
0.129 .130 1.
10 1 3.0 671.068 0.141 .130 11 1 3.0 153.159 1.
0.276 .130 1.
12 2 5.0 245.513 0.262 .130 1.
13 2 4.0 170. 192 0.277 .130 1.
14 2 4.0 154.863 0.281 .130 15 2 4.0 151. 886 1.
0.282 .130 2 4.0 1.
16 0.128 .130 1088. 903 17 1 5.0 1.
0.135 .130 1042.434 18 1 5.0 715.602 1.
0 .176 .130 19 3 5.0 1.
0.181 .130 709.811 20 3 5.0 701.664 1.
0.187 .130 21 3 5.0 691.297 1.
0.192 .130 22 3 5.0 678.472 1.
0.198 .130 23 3 5.0 662.253 1.
0.204 .130 24 3 5.0 1800. 1.
.05 .130 25 1 C-C, 08/2002 1599916384 .005 2t8E15.7) SET 3. SECTION 6.
S3CC.AC8 3
1 0 5 10 11 12 13 14 15 0 6 7 8 9 1 2 3 4 1 1 1 1 1 1 1 I 1 0 1 1 1 1 0 0 0 0
- 3. 0 0 0 0 0 1 0 0 0 0 0 S 24 25 25 18 19 20 21 22 23 16 17 1 1 0 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0
page 28 of 32
TR3CI.OUT *R3CLOUT GEO.HBIP.02.08 Rev. E(
Attachment SNAKE -- A COtPOUTER PROGRAM FOR EARTHQUAKE RESPONSE ANALYSIS OF HORIZONTALLY LAYERED SITES MS-DOS VERSION - CONVERTED TO IBM-PC NY
- Shyb-Shiun Lai. 0CC January 1985 (modified to Use 1i384 Points and 100 Soil Layers, S3J. Chiou. August 1995)
Output file na'e TRCICEOtNr Start time: 19 /' --
Start tile 19 J ..--
MAX. NUMBER OF TERMS IN FOURIER TRANSFORM a 16384 NECESSARY LENG7T OF ELANM CMMON X 2102419 EARTH PRESSURE AT REST FOR SAND a 0.500 OPTION a READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN CURVES FOR RELATION STRAIN VERSUS SHEAR MODULUS AND DAMPING MATL TYPE STRAIN (%) MOD RED CO STRAIN (8) DAMP FACTR 1 0.000100 1.000 0.000100 1.7 1 0.000316 1.000 0.000316 1.7 1 0.001000 1.000 0.001000 1.7 1 0.003160 0.940 0.003160 2.6 1 0.010000 0I820 0. 010000 5 1 0.031600 0.640 0.031600 7.8 1 0.100000 0.400 0.100000 11.7 1 0.316000 0.210 0.316000 16.3 1 1.000000 0.090 1.000000 20.2 1 3.160000 0.040 3.160000 23.0 1 10.000000 0.020 10.000000 23.0 MATL TYPE STRAIN (8) MOD RED CO STRAIN (t) DAMP FACTR 2 0.000100 1.000 0.000100 1.3 2 0.000300 0.999 0.000300 1.3 2 0.001000 0.991 0.001000 1.5 2 0.003000 0.953 0.003000 2.1 2 0.010000 0.830 0.010000 3.8 2 0.030000 0.620 0.030000 6.9 2 0.100000 0.364 0.100000 12.6 2 0.300000 0.181 0.300000 15.9 2 1.000000 0.071 1.000000 24.8 2 3.000000 0.025 3.000000 27.2 2 10.000000 0.010 10.000000 28.9 MATL TYPE STRAIN (8) MOD RED CO STRAIN (%) DAMP FACTR 3 0.000100 1.000 o.f0looo 1.1 3 0.000300 1.000 0.000300 1.1 3 0.001000 0.995 0.001000 1.3 3 0.003000 0.972 0.003000 1.7 3 0.010000 0.*79 0.010000 2.9 3 0.030000 0.701 0.030000 5.4 3 0.100000 0.442 0.100000 10.5 3 0.300000 0.230 0.300000 16.6 3 1.000000 0.097 1.000000 22.9 3 3.000000 0.037 3.000000 25.5 3 10.000000 0.014 10.000000 27.0 NATL TYPE STRAIN (s) HOD RED CO STRAIN MN) DAMP FACSX 4 0.000100 1.000 0.000200 0.9 4 0.000300 1.000 0.000300 0.9 4 0.001000 0.996 0.001000 1.1 4 0.003000 0.980 0.003000 1.5 4 0.010000 0.910 0.010000 2.3 4 0.030000 0.756 0.030000 4.4 4 0.100000 0.510 0.100000 0.7 4 0.300000 0.283 0.300000 14.6 4 10.00000 0.122 1.000000 21.3 4 3.000000 0.050 3.000000 23.0 4 10.000000 0.019 10.000000 25.5 page 29 of 32
GEO.HBIP.02.08 Rev TR3CI OUT Attachmeni STRAIN M6) DA"P rACTR lgXTi TYPE STRAIN (t) mOm RED CO D.000100 0.6 5 O. 000100 1.000 0 .000300 0.0 5 0.000300 1.000 0.997 0.001000 0.9 S 0.001000 0.986 0.003000 1.1 5 0.003000 0.932 0.010000 1.9 S 0.010000 0.030000 3.5 S 0.030000 0.809 0.100000 7.2 S 0.100000 0.573 0.300000 12.7 S 0.300000 0.393 0.152 1.000000 19.3 5 1.000000 0.067 3.000000 22.4 S 3.000000 0.025 10.000000 24.0 S 10.000000 MOD RED CO STRAIN ru) DA"P FACTR MATL TYPI STOAIN (t) 1.000 0 .000100 0.(
6 0.000100 1.000 0.000300 0.6 6 0.000300
- 0. 990 0 .001000 0.6 6 0.001000 0.9 6 0.003000 0.991 0.003000 0.955 0. 010000 1.3 6 0.010000 0.8 60 0.030000 2.5 6 0.030000 0.65B 0.100000 5.5 6 0.200000 0.417 0.300000 10.3 6 0.300000 16.8 6 1.000000 0.2 07 1.000000
.A 0 .083 3. 000000 20.2, 6 3.000000 0.032 10.000000 22.S 6 10.000000 STRAIl ( DAMP FACTR 9XTL TYPE sTwaIN (%) MOD RED CO 0.000100 0.2 I 0. 000100 1.000 0.000300 0.4 7 0.000300 1.000 0.001000 6.8 7 0.001000 1.000 0.003000 1.4
.7 0.003000 0.990 0.960 0.010000 2.8 7 0.010000
- 0. 030000 5.1 7 0.030000 0.900
- 0. 100000 9.8 .
7 0.100000 0.750
- 0. 300000 15.5 7 0.300000 0.550
- 1. 000000 21.0 7 1.000000 0.40o 0.200 3.000000 25.0 7 3.000000 0.120 10.000000 2S.0 7 10.000000 I...... OPTION 2 ... READ SOIL PI tOFXLE rDm rrlrIcXTXON Transporter Rout&. ItBPP. ISFSS. 08/
NEW SOIL PROFILE NO. 1 DEPTH T5O BEDROCK B5.00 OmtUSEE OF LU.E.RS 25 4 DEPTH TO WATER LEVEL 6.00 NUIMSBER OF FIRST SUBMERGED LAYER SNE:R VEL SVXxZ EFF. PRESS. MODULUS DAnPipm UNIT WEIGT TYPE MAX-HOD THICI=NEZS DEPTH LAYER 0.1250 953.587 895 .5B7 0.50 0.063 3113.649 0.0230 1 1 3113. 449 1.00
- 0. 0470 0.1250 023. 195 823.195 2.00 2.00 0.250 2630. 629 735. 007 735. 007 2 1 2630.629 0. 0770 0.1250 3.00 4.50 0.563 20 7 .1B7 647.244 3A 2. 2097 .1B7 0.1010 0.1250 647.244 2.00 7 .00 0. 013 1626.261 579.333 1 1626.261 0. 1170 0.1250 579 .333 4 1 2.00 9.00 0.936 1302.$99 533.163 533 .163 13 02.099 0.1320 0.1250 11.00 1.063 .103. 505 483.370 6 2. 1103. 505 2.00 0.1460 0.1250 403 .370 2.00 13 .00 1. 188 907. 013 416. 785 7 1 907.013 0.1640 0.1250 416. 705 2.00 15 .00 1.313 674.33 9 766. 454 a 2. 674.33w 0.1300 766.454 17.00 1.644 2371. 699 0.1180 724.027 9 1 2371. 699 2.00 0.1300 724.027 19.50 1.613 2116. 396 0.12 90 10 1 2116. 396 3.00 0. 1300 671.068 671.06#
22 .50 1. tl5 1818.111 O. 14 10 11 1 IM.16.111 3.00 0.1300 153 .159 153 .159 26.50 2.086 94.705 0.27 60 12 2 94 .705 5.00 0.1300 245.513 245.513 31.00 2.390 243.353 0.2620 13 2 243 .353 4.00 0.1300 170.192 170.192 35.00 2.660 116. 941 0.2770 14 2 116. 41 (.00
- 96. 824 0.2810 0.1300 1S4 .863 IS&. 863 15 2 96. 124 4.00 39.00 2.!M1 151. 886 151. B86 3 .201 93. 137 0. 2 020 0.1300 16 2 93 .137 4.00 43.00 0.1300 1008.903 1088. 903 47 .50 3 .505 4787.02 6 0.1290 17 1 477 1.026 5.00 0. 1300 1042.434 1042.434 52.50 3 .843 4387.171 0. 1350 18 1 A387 .171 5.00 0.1300 715.602 715.602 57 .30 4 .131 2067.429 0.1760 19 3 2067.429 5.00 0.1300 709.811 709. 811 62.50 A.519 2034.103 0.1810 20 3 203&.103 5.00 0.1300 701.664 7 01. 64 67.S0 4.857 1987.677 0.1870 21 3 19 87 .677 5.00 0.1300 691.297 691.297 72.90 S.195 1929.37 6 0.1920 22 3 192 9.376 5.00 0. 1300 678.472 678 .472 77.50 5.533 1858. 52 0. 1980 23 3 1058. (52 5.00 0.1300 662.253 662 .253 82.50 S.171 1770.661 0.2040 24 3 1770. 661 5.00 0.1300 3800.
13081. O.050 25 BASE PERSOD
- 0.57 FROMAVERAGESNEARVEL.
- 599.
MAXIMUMAMPLIFICATION
- 2.25 FOR FREQUENCY W 0.92 CWSEC.
PERIOD
- 1.09 SEC.
I.....
- OPTION 1 READ INPUT MOTION EART90A. - SECTION C-C. 08/2002 page 30 of 32
GEO.HBIP.02.08 Rev. 0 Attachment D TR3CI.OUT 0.0050 VALUES AT T1ME INTERVAL 159SS ACCELERATION READ PROF CARDS ROW 3Y ROW AS THE VALUES ARE LISTED A TOTAL 016384 VALUES ARE ADDED TO GIVE K> TRAILiNG ZEROS
- 1.S3302 JCRXWUH ACCELERATION
- 23.23 SEC AT 1TD A FACTOR
- 1.000 BE MULTIPLIED BY THE VALUES WILL . 1.63302 NEW MAXIMUn ACCELERATION TO GIVE 1.28 C/SEC.
?W.AN SOUARE FREVUENCT REMOVED ABOVE 6.00 C/SEC.
t 1. 65117 FOR FREQUENCIES MAX ACCELERATION NOTION IS GIVEN OPTION 3
- READ WHERE OBJECT 1......
LAYER NUMBER 1 OVTCROPPINC OBJECT NOTION IN NEW SUBLAYERS 5 . COMPUTE NOTION IN 1...... OPTION C-C. 03D2002 EARTQUAXE - SECTION HBPP. ISFSI, Transporter Route, PUNCHED CARDS SOIL DEPOSIT - FR. ACC. RATIO TIME MEAN SQ.
MAX. ACC. ACC. RECORD LAYER DEPTH QuIET ZONE G SEC C/SEC--
FT 2048 0.078 23.io 1.2S 0.0 1.65117 0 OVTCR. 0.075 23.30 1.28 1.0 1.65107 a WITHIN 0.078 23.30 1.27 3.0 1.65016 0 WITHIN 0.078 23.30 1.26 6.0 1.64624 aO WITHIN 0.078 23.30 1.24 8.0 1.64097 0 WITHIN 0.077 23 .30 1.22 10.0 1.63255 0 0.077 23.31 1.19 12.0 1.62063 0 WITHIN 0.076 23.31 1.15 14.0 1.60513
\_t'- .WITHIN 16.0 1. 58338 23.31 1.09 0.075 WITHIN 0.074 23 .31 1.07 13.0 1. 57813 WITHIN 0.073 21.33 1.04 21.0 1.57133 0.072 23.35 1.01 WITHIN 24.0 1.57131 0.062 23.19 2.66 29.0 2.05920 WITHIN 0.069 23.19 2.94 33.0 2.142 0 WITHIN 0.077 31.56 2 .95 37.0 2.27066 WITHIN COKMPUTE lTION IN NEW SUSLRYERS OPTION S I......
C-C. 08/2002 EARTHQARKE - SECTION HBPP. lSPSI.
Transporter Route. PUNCHED CARDS SOIL DEPOSIT - ACC. RATIO TINE HEaN SQo. FR.
DEPTH MAX. ACC. ACC. RECORD LAYER SEC C/SEC QUIET ZONE Ft C 0
- 0. 101 34.53 3.29 41.0 2.42340 0 WITHIN 0.132 34.51 3.71 WITHfIN 45.0 2. 30819 0 3.69 0.133 34.51 WITHIN 30.0 2.48717 0 3.64 0.132 34.51 WITHIN 53.0 2.43712 0 3 .46 0.130 34.51 60.0 2.28E11 0 WlTHIN 0.127 34.51 3.20 45.0 2.08636 0 WITHIN 0.120 23.42 2.92 70.0 1.92147 WITHIN 0.107 23.43 2.74 75.0 1.590286 WITHIN 0.098 23.40 2.t8 80.0 1.99 199 WITHIN 0.098 23.39 3.34 85.0 2.14788 2048 WITHIN 0.131 23.39 3.91 85.0 2.32498 OUtCR.
page 31 of 32
~~~~~Attachment GEO.HBIP.02.08 C Rev. E excerpt from TR3OI.PUN excerpt from TR3CI.PUN XMAX= 1.6512 SECTION C-C, 08/2002 1 - Transporter Route, HBPP. ISFSI, 08/
ACCELERATION VALUES AT OUTCROPPING LAYER 1
-0.001375-0.001443-0.001467-0.001446-0.001381-0.o01275-0.001132-0.000958 2 0.000525 0.000679
-0.000758-0.000541-0.000314-0.000086 0.000135 0.000341 3 0.000466 0.000799 0.000878 0.000916 0.000909 0.000858 0.000765 0.000633 4 0.000270 0.000051-0.000181-0.000420-0.000657-0.000884-0.001092-0.001275 S
-0.001425-0.001538-0.001609-0.001637-0.001619-0.001557-0.001453-0.001310 6 0.000228 0.000428
-0.001133-0.000929-0.000705-0.000469-0.000229 0.000006 0.000658 7 0.000600 0.000738 0.000836 0.000891 0.000900 0.000863 0.000782 8 0.000496 0.000301 0.000081-0.000158-0.000407-0;0006S7-0.000901-0.001129 9
-0. 001333-0.001507-0.001645-0.001741-0.001794-0. 001800-0.001760-0.001676 10
-0.001551-0. 001389-0.001197-0.000981-0.000750-0.000512-0.000275-0.000049 11 0.000566 0.000158 0.000338 0.000485 0.000592 0.000656 0.000673 0.000643 12 0.000443 0.000280 0.000080-0.000150-0.000402-0.000669-0.000941-0.001209 13
-0. 001466-0. 001702-0.001910-0.002084-0.002219-0.002311-0.002357-0.002357 14
-0.002313-0.002227-0.002103-0.001948-0.001768-0. 001573-0.001369-0.001166 15
-0.000974-0.000800-0.000654-0.000542-0.000470-0.000443-0.000464-0.000535 16
-0.000654-0.000819-0.001027-0.001271-0.001545-0.001840-0.0002146-0.002455 17
-0.002755-0.003038-0.003291-0.003508-0. 003679-0.003799-0.003862-0.003865 16
-0.003806-0.003687-0.003508-0.003276-0.002995-0.002674-0.002321-0.001947 19 0.000157 0.000392 0.000573
-0.001561-0.001176-0.000800-0.000447-0.000125 20 0.000021 0.000697 0'000761 0.000767 0.000713 0.000606 0.000450 0.000252 21
-0.000234-0.000503-0.000775- 0.001040-0.001288-0. 001510-0.001696-0.001841 22
-0. 001938-0.001984-0.001976-0 .001915-0.001802-0.001643-0.001440-0.001202 23 0.000701 0.000894
-0.000936-0.000652-0.000359-0.000068 0.000212 0.000471 24 0.001144 0.001194 0.001191 0.001136 0.001031 0.000882 0.000691 0.001044 25 0.000469 0.000222-0.000039-0.000307-0.000570-0.000821-0.001047-0.001244 26
-0. 001403-0.001518-0.001586-0.001604-0.001572-0.001493-0.001366-0.001201 27 0.000206 0.000422 0.000608
-0.001001-0.000776-0.000532-0.000281-0.000031 28 0.000378 0.000756 0.000859 0.000912 0.000912 0.000858 0.000748 0.000588 29 0.000126-0.000162-0.000476-0.000809-0.001149-0.001487-0.001812-0.002115 30
-0.002386-0.002620-0.002806-0.002943-0.003026-0.003055-0.003028-0.002952 31
-0.002826-0.002661-0.002461-0.002237-0.001995-0.001750-0.001507-0.001280 32
-0.001076-0.000905-0.000773-0.000688-0.000651-0. 000668-0.000737-0.000858 33
-0.001026-0.001238-0.001485-0.001761-0.002054-0.002359-0.002659-0.002949 34
-0.003215-0.003452-0.003645-0.003793-0.003886-0.003924-0.003900-0.003819 35
-0.003678-0.003487-0.003245-0.002965-0.002650-0.002316-0.001967-0.001619 36 0.000069 0.000120
-0.001277-0.000958-0.000665-0.000412-0.000200-0.000041 37 0.000121 0.000067-0.000032-0.000174-0.000348-0.000549-0.000761-0.000981 38
-0.001192-0.001388-0.001555-0.001688-0.001774-0.001813-0.001793-0.001718 39 0.000258 0.000664
-0.001581-0.001390-0.001141-0.000847-0.000508-0.000138 40 0.003122 0.001075 0.001474 0.001855 0.002203 0.002513 0.002771 0.002978 0.002249 41
-0.003207 0.003226 0.003186 0.003087 0.002937 0.002740 0.002509 42 0.000509 0.001976 0.001696 0.001425 0.001170 0.000944 0.000752 0.000607 43 0.000551 0.000673 0.000846 0.001059 0.001309 0.001583 0.000468 0.000481 44 0.003367 0.001873 0.002164 0.002449 0.002712 0.002947 0.003139 0.003282 0.001749 45 0.003390 0.003344 0.003233 0.003052 0.002809 0.002504 0.002149 46 0.001316 0.000860 0.000394-0.000071-0.000522-0.000950-0 001340-0.001688 47
-0.001982-0.002221-0.002397-0.002S11-0.002563-0.002557-0.002497-0.002392 48
-0.002247-0.002076-0.001887-0.001694-0.001506-0.001338-0.001196-0.001095 49
-0. 001039-0.001038-0.001094-0.001211-0.001386-0. 001622-0.001909-0.002246 50
-0. 002620-0.003024-0.003444-0.003871-0.004289-0.004689-0.005055-0.005379 51
-0.005647-0.005854-0.005989-0.006052-0.006036-0.005945-0.005778-0.005543 52
-0. 005242-0.004891-0.004492-0.004065-0.003616-0.003164-0.002716-0.002292 53
-0.001896-0.001547-0.001247-0.001009-0.000833-0.000728-0.000686-0.000714 54
-0.000800-0.000943-0.001130-0.001355-0.001603-0.001865-0. 002124-0.002373 55
,-0. 002594-0.002780-0.002916-0.002999-0.003017-0.002971-0.002852-0.002668 56
-0.002415-0.002103-0.001733-0.001321-0.000871-0.000400 0.000084 0.000564 57 0.001032 0.001469 0.001872 0.002223 0.002519 0.002749 0.002915 0.003007 0.001709 58 0.003032 0.002987 0.002883 0.002720 0.002513 0.002266 0.001996 0.000238 59 0.001423 0.001145 0.000890 0.000665 0.000483 0.000346 0.000265 60 0.000272 0.000359 0.000502 0.000688 0.000917 0.001174 0.001454 0.001739 61 0.002025 0.002292 0.002536 0.002740 0.002900 0.003003 0.003048 0.003026 62 0.002939 0.002785 0.002569 0.002294 0.001970 0.001602 0.001206 0.000788 63 0.000367-0.000050-0.000446-0.000811-0.001131-0. 001399-0.001602-0.001739 64
-0. 001801-0.001791-0.001704-0.001547-0.001323-0.001042-0.000710-0.000342 65 0.000055 0.000463 0.000872 0.001266 0.001635 0.001965 0.002248 0.002471 66 0.002632 0.002723 0.002743 0.002691 0.002572 0.002387 0.002146 0.001855 67 0.001526 0.001168 0.000796 0.000420 0.000053-0.000294-0.000609-0.000884 68
-0.001111-0.001284-0.001398-0.001454-0.001450-0.001392-0.001281-0.001127 69
-0;000935-0.000719-0.000485-0.000248-0.000015 0.000200 0.000389 0.000542 page 32 of 32
GEO.BBIP.02.08 Rev.1 Attachment E Attachment E
- QUAD4MU Input and Output Excerpts (see Table 8-6 for listing of files)
Page 1 of 21
GEO.HBIP.02.08 Rev.1 Attachment E BIBSOILNW.DAT 4 FOR HUMBOLDT BAY POWER PLANT, 08/2002 11 #1 modulus for Clay PI 15 (VucetiC and Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.316
- 1. 3.16 10.
1.000 1.000 1.000 .94 .82 .64 .40 .21
.09 .04 .02 11 damping for Clay PI 15 (Vucetic & Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.316
- 1. 3.16 10.
1.7 1.7 1.7 2.6 4.5 7.8 11.7 16.3 20.2 23.0 23.0 11 #2 modulus for Sand (2(0 to 50 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 0.999 0.991 0.953 0.830 0.620 0.364 0.181 0.071 0.025 0.010 11 damping for Sand (20 tc 505 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
'1. ' 3. 10.
1.250 1.300 1.455 2.080 3.750 6.925 12.600 18. 905 24.840 27.200 28.900 11 #3 modulus for Clay PI 15 (Vucetic and Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.316
- 1. 3.16 10.
1.000 1.000 1.000 .94 .82 .64 .40 .21
.09 .04 .02 11 damping for Clay PI 15 (Vucetic & Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0316 0.1 0.316
- 1. 3.16 10.
1.7 1.7 1.7 2.6 4.5 7.8 11.7 16.3 20.2 23.0 23.0 11 #4 modulus for Sand (5C to 120 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.000 1.000 0.995 0.972 0.879 0.701 0.442 0.230 0.097 0.037 0.014 11 damping for Sand (50 tc> 120 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3
- 1. 3. 10.
1.090 1.145 1.300 1.665 2.865 5.415 10.465 16.560 22.915 25.500 27.000 Page 2 of 21
GEO.BIP.02.08 Rev. I Attachment E TR1C.Q41 U 50 g~odeaa my0.102120002, i00,t. rest. 0921100 03 30 04 05 320 120 120 120
.,1
.07
.47 120331013 905.
5020.73 0750.3 0275 .77 0000.00
.10000
.20500 057 00 11 125 0023.50 .10000 11 .80 .47 11157.0 00 01 32 12 3 .47 1501.0x 52322.3 .10000 1s 5.035 Slid. it". 110. .0712014.12 532.15 .3 000 0, 200 122 122
.07 127732 0010Z.22 .10005t SW3 1000 01023 101 100 125 224 .10000
.3 234 202.2 2035w3220 2 102 210 120 227 1250 .30050
.47 3273.03 203 0.34 .00000e 102 104 125 120 MCI4 00500.1 50352 OSadl MdA00 MUat 101 Da 175.0 570W? 1I4 103 120 120 .47 3273.43 2030.34 .100 oirios.i.02.puo10.01 .2 1ad 1201 220 105 .47 3275.42 20282 0.005 1.0 1.0 - 0 02 107 222 131 113.0 02 120.0 00010200 100 20 000 0 0500,, 0210) ( fr 054 0504) ... (A .47 2275.42 2020.34 12 U 2 123 .00 .07 2173.42 2020.30 "IC'1.025 10 100it:
100 110 131 uS s 15323 02, 100 .47 522. 0030.30 JIM0 CICT0ea 100 110 122 120 220.00 .10000 I0 O I0 1s.00 1a- P"VNE.A GTX ..
05000 0 1ACa2oe 112 322 12 127 0005 .20000 COAL470 0707 70 o l.01 0021 0`4001 4 is .41 3020.02 us 210 130 120 0400
.3 WI.252 330.00 .01 0024.03 0720.70
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.47 0a3S4.8 401. .1055 0 I0350 00077 5710 0047 000 l.015. 000722~.CADSaFT3X -- (A 117 142 1241 .5000 110 1X0.4*0 Sea.7PCX 100 117 510 143 102 110.0 .42 120337 5'0003.2 110000 7 1033:. 1000002 125.00 7 104.21 0373.77 .10000 120 120 x100143
.07 1730.50 0053.04 .10000 10120 10 14 ' 0
.07 2137.1 0023.0 .30000 120 121 100 140 02 I,221 122147 100 .07 11341.07 0232.5 DO .00 321.2 0021.3
.07 70 710 72.1 T)1I 740: 740 Pa0 77 730 030 427 820 .38 .5700 120.00
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.11 1271.01 10e20.
138 .10000 100 127 120 102 152 12s0.6 ^7 U7 11 62 003 000 112 '712 l10 120 700 142 702 7AO 10I 750 700 T10 702 120 120 130 117 123.*0 .07 2373.42 3430.20 .10550 2 2 022 0 14125 020 011 0 ISO 152 is .02s 337S.40 2420.2 70012 700 302l 200, 2001 02 02 120 .47
.07 asol2, 3275.43 ::::"
2020.3 221 15. 123 001 002 002 001 002 00: 0 0 0 011 0 0 020e937 14: 230 1322 131 3 113.0 .47 3275.43 202.24.
037 020 213: 121 020 020 021 02 9 02 030 023 020 01 2 50 0052 110 00 XU122 ,2<1*
13 107 223.04 054 Sea 301 902 $32 500 950 000 0202 00 03 0 0001' 032 127 00 .47 2272.0 2030.10 .10000 124 120 100 00 00S041000 10A1007 1000, 500l2110 til 1012 2027 10202 1020 1020 12all 122 125 100 150
.47 52.s 4030.2 134 123.00 .07 302.0 4030.30 10122 0210)0 182"00 2055 2022 2032 200 5 152 3005 57 1050202 1 323 .00
'41 123 II] 2120 501 140- 122.00 1500 1001 1072 t0l 102 1070 2070 2000 lo~t 2002 1002 200010001100 10 123.00 .02502.0 43.05 .1000wo 11021201202U 1100 110 1200 2101 1100 212 121120223 251111217 tilE 112 131 127 120 54a 10 45.23
.0 040. 37200 21U0 210) 2110 2151 1101 1110 1101 1250-1614 .47 0A00.0 .2 000 2129 2120 1100 1103 21.0 27 120 110 201" 103. .07 0324.03 4730.
2120 2121 5105 2100 1101 1100 2212 220012 3200520 100 1207 1200 1222 1232 10
.07 081 0701.0 1224 1220 1230 12.00123 3210 1200 107 a3 ...O 121 140 142 100 I0 03430 547 4010.
143 1SO 106 .47 1233.70
.07 1070.5 30000.4 0000.04X IS.
11 15w 14-1 .07 10344.72 0272.7 lIIS.70710.0. Oil3 a 122 220 .0
.121720 202.20 .000 .07 12152.10 002 12 2 272 2 21 225.00 140 143 375 200 12 0.0 270 1 123.00 .32 3 27.02 202.20 .1000 3ss .10000 2 2 1 2 103 140 173 170 2020.30 .1000 330.00 2A 2 0 2 20 a2 221.00 .32 2273.023 120.00 300 107 172 571 .0 11041. 7 012150 O 0 031320 1 225.00 .07 2275.41 2020.30A .20 000 247 243 172 171 120 .00 .10005 129 150.000 1 3 -Ps .47 511.2 0033.20 0 2 21 1 122.00, .07 221.02 2020.3' .2000 100 103 116 173 .7 2273.20 0320.22 .18000 7 7 2 23 5 221.00 .7PI321i. 2025.30 .1 000 127 202 330 113 174 120.00 .10000 130 110 .3 37S2.42 303 0.
21.500 .07 0022.00l 0030.20 .100 LI. 501 132 175 170 13 W .10000 0I I20I 5 21 121 152 133 170 177 220.0 .1000 321.00 .07 5022.00 0030.20 .10000 .3 223.3 03.2 1010 it311 16 .07 3220.42 3020.
27 20 1 221.00 .02 3022.00 0050.20 .200 a11 154 155 100 U:
" 170 11U1212 12S3 12 l 30 22 32 20.00 .07 0033.2532722.00 I100 150 132 is: 1i2 .47 3273.03 2302.24 22 22 10 202 200 0 5010.02 0005 .00 .47 127.42 12020.3 157 150 103 102 .1000e 10s 1 i10 do 0 2,; 220.00 .07 5020.03 4722.70 .1=000 120 123 .00 ats ..
123.00 .7 3275.4 2003 1s2 1 10 A1 to 2 a 12.00 .01 $011.15, 0701.50 .105 L3S
.47 1227.02 2020.24 10I0 2a2 1 2 22000 .0 1002.02 4030.00 .100 120.w0 2 20.0 .071 22023.70 14020.02 .1=000 IN010 1051 104 .07 5202.00
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.47 27.4 6626.34
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175 64 14 166 1662 ..7 1"285.76 18 13.66 .42 1262.72 16 91.27606 .9.6 122.68 .47 264.452 7 119 1641 1667 1661 1661 .47 1764 172 161 1 242 1 664% 1641 .47 1221.05 8 17 26124 2644 1227 1264 34 -272.00 a 4s 0
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.47 6622.22 44 Page 9 of 21
GEO.HBIP.02.08 Rev. 1 Attachment E
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230 -330.00 341 .300.3000 11-230. 000
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GEQ.HBIP.02.O8 Rev. I Attachment E t 12356 .111.666 -2.066 125 -113.60 466 .040 - "a6 116 -43.668 -5.6060 21.DOG 135 -133.300 1166 -4.666o 1.0 1236 -1.6L R3.366 1366 1.
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Page I1 of 2l
GEO.HB IP.02.08 Rev. l Attachment E
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-33.00 174 .00 0.100. -30.66 143 -36.066 3731.036
-3.006 61.66 .63.00 1101 1773 .0.Z6
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-6.06e 1717 .3 .06 1033 -3.6 0.006
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- 3. 000 3Xs.X00 1633 3.4 -1360 1710 -3.00 s.17.04 1766 *.4.0 1303 .26.603 -1 046 1701 -5.00 1046 .34.64 4
.3.0
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-73.0e6 13.3N 163T -20.006 1s4.o, e 6.366 16730 -230.0'a -3. 006 1731 11 0.060 6.600 0.500 1053 .26.306
_4.060
-03. 60 3.06 1736 6.0 .z06.0 4.006 13 6.03 .13.00 1030 .36.66 SU.006 1461 .36.06 4.600w 0.006w 1667 6.400 1604 -3.640 3z.00 0.00oe 5609 6.66
_]l.1.00 3946 24603 1001 -30.060 -4Z.004 1311 10.033 1s10 -36 .60 .0.00 1613 16.006 .9}.006 316 .34 .00 1960 6.066 .13.00 1616 10.06 1071 .30 .66 1613 10.006 1614 16.006 10n -21.006 14 10.00 1471 .23.06 1616 16.00 Page 12 of 21
GEO.IBBIP.02.0B Rev. 1 Attachment E excerpt from TR1CI.025 23WAX- 2.2359 SECTION c-C. 08/2002 ACCELERRTXa4 VAUIU AT ZCt60PPI LATER 25 - Tr-.p.prt-r flo-t.. HDPP. rAFsI. Os/
0:.000,200 0.012524 0.014031 0.015745 0.058902 0.017402 0.017403 0.010728 1 0.01 458 0.013642 0.011339 0.0000340.0056200.002407-0.000894-0.004162 2
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-0.2274-0-.0170179-0.0:11802-0.4001306 0.000910 0.00702 0.1613 00.0175 00 46 0.021760.200.027224 0-.0201529 0:.0206,20 -0.27434 0.02550002255 47 00090.14020.001000222_0.002578 000375-0.013985-0.019211 88
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-.10-.0455-.29022-0.033253-0.63451-0.03063-0 .4057-0050 52
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-0.0242212-5.018644-0.010524-5.009994-0.005214-0.000355 0.004359 0.009020 0
.012767 0.014020 0.018440 0.019867 0.020187 0.013229 0.1724 0.1392 0 9.0094724 0.03819-0.002777-D.010103:-0.023240-0.026714-.035360I-0.04291 60
-0.052155-0.05" I0-0.06E575-0.071032-0.074769-0.071:56-0.06282S0.001L43 6
-0.079330-0.07566-0 .070 2-0.064311-0.05S440-0 .0475-0.02775-0.027347 62
-0.016603-0.005026: 0.004623 0.014606 0.0230123 10.0321914 0.038730 0 1..403 83 0.047075 0.049994 0.050419 0.049174 0.046227 0.042003 0.033621 0.02912 64 0.021797 0.013729 0.005129-0.003524-0 .011992-0.010973-0.027230-0. 033 56065
-0 .038785-0.042745-0.045354-0.046561-0.046367-0 .044017-0.042001-0 .0234052 66
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_0.010 604-0 .012290-0.01279l-0.M1477-0.011251-0:009184-0 .508321-0.02524 70 0.001122 0.005337 0.009597) 0.013471 .07319 .2320.2426 0.02470 71 0.0232'74 0.021720 0.018710 0.014248 0.00032230.001 032-0.007 505-0.017093 72
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-0.202463-0.107202-0.100700-0.108004-0.1049750,.0099512-0.091733-0.001751 74
-0:.0690140-0:051215-..0411912-.025103_0.905527 0.008244 0.024772 0.040530 75 0.055109 0.006001 0.017057 0.90774 9.092074 09705 0.097630 0.090106 70 0.08....0 0.00814170.0700550 0.057361 0.042146 0'.0252313 .0.00201-0.0121467 77
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-0 .051219-0.056729-0.057423-0.o09381-0.06o705-0 .06147B-0.061014-0.062179 04
-0 .06111_-5.0610123-0.060546-0.059 511-0.050S2-0 .057421-0.056054-0.004404 OS
-0.052209-0 .04992 -0.046923-0.043290-0.03 94-0.023370-0.02790-002%230 50
-0.06000.002720.003020 0.0132180 0.023270 0.032373 0.00435000054 0 0.062116 0.0710900.765 00140.114.04200940 0.0459 8 0.091096 0.080704 0.079050.0973 0.5120.04649 0.029574 0.03191 8
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-0 231113-0.140832-0.547131:00.15 S0-0.151462-0.149391-0.143-0137021 :I 0.2702 .1050000-.085-0.060061-0.o02047-0 0233222- 0.9 65 92
- 0. 00340 0.002030 0.03S973. 0.050 156 0.062614 0.072124 0.081557 0.0071293 0.00 1002 0.093793 0.093649 0..01099 4.007014 0.082546 0.076049 0.068500 4 0.0601405 0.0519913 0.90434036 0.0349174 0.025946 0.019512 0.012842 0.007055 95 0.02322_0.00 _-.004423_-.0:oIO 0.o7332-0.007605-0.007259-01.0064511 4
-0.005334-0.04079-:0 .02521-0-.001736:-0-00011-0 .000453-0. 001424-0 .061 87
_0.001757_0.0030a1-50a 050201o72-0.012797)-0.014411
_~006780.0o07. Is
-0.015546-0 .01 6043-0 .025810-0.014 712-0-012653-0.0096006-0.005S532-0:000531 99 0.005393 0.01209 0.019435 0.027216 0.035235 0.043244 0.051001 0.058239I100 0.064712 0.070169 0.074392 0.077153 0.078309 0.077094 0.075 634 0.0721596I10 00655,123 0.000613 0.049514 0.039330 0.025504 0.018123 0.003690:-0.00402:2 102
-0.021120-4-0.012627-0.043654-0.55.31"15-0.061155-0.067393-0 .07165-0.07305203
-0..737. -0.072460S-0.065994-0.0604o0'- 00o11so901-.0-4,7S3-0:.10054001,-)07297 104
-0.003669 0.010417 0.024619 0.0259 0.05190 0.044323 0.753220 .965265 305 Page 13 of 21
GEO.HBIP.02.08 Rev. l Attachment E excerpt from TRlC.Q40
- AD40NU A COr1UTER PRaORAKFOR WVALUATING S
- SEISNIC RESPONSE 0r SOIL STRUCTURES U.C.D-vi.. 193 by Martin Byrd Nudso.m*
- I..dri.s,*
and NoMh.. nBik .
MODIFIED FROM QUAD4, 1973 by I.M.Idoi...
.7.Lymar R. Iy-g _r N. Polton 0..d
- TRlC: HUMBOLDTSAY. TRANSPORTERRO. PG,. 09/2002 IORIZONTAL ACCELERATISN SNPUT FILE, TRICS.020 ltISN FIRST LINE" XIAX. 2.2359 SECTION C-C, 0812002 NO. OF ELENTS - 1535 NO. NOAL POINTS "G 1925 DEGREES OF FREECC 3850 NALF-ANIOT . 60 CCNTiROLLN ELEN0T - 497 NO. OF FIXED BNR? CNDS. . 126 NO. OF SSERATS5NS . 20 TOTAL SE. POINTS READ (OAX) . 12000 LAST EQ. PTS. USED (NIlO TO 0GEQ) 1 12000 INS. EO. PTS USED IN2E0 TO N010) 1 12000 TSKE INTERVAL oF RECORDS 0.0050 SECONDS sTRADS CONVERSION FACITO . 0.6500 DAMPIN RATIO REWurI0io FACTOR . 1.000 PRED3EDNANTINPUT NOTION PERIOD . 0.2500 SECONDS O. MOLT. FACTOR WOE. CCKP.I
- 1.0000 MAXIMUMACCEL. USED (IEEE. CYMP.) 2.235S 0STRESS ISTORIES REOUESTED, 7 ACCEL HISTORIES REQUESTED.
1 SEIS COEFF NISTORIES REQUESTED OUTPUT FILMS ARE As FOLLONS, NC S1, X DIR SN FILE, TRICOO.Q4R NCDO 74. X DIR IN FILE: TRCo1.04A NODE 101, X DIR IN FILE, TR1C02.04A N=f 765. X DIR IN FILE, TR1C03.04A NGDZ E21. X DIX 3N FILE, TR1C04.04A NaC 961, X DIR IN FILE: SRl005.Q0A NODE 1114. S DIR IN FILEZ TX2C04.Q4A SURFACE 1. X DIR IN FILE, TRICO0.OSC SOIL DATA TAREN FROM FILE, bbaoilnv.d t NASERSAL TOP! NO. 1 NOQULDS, *1 lodolo for Cl-y PI 15 IV,.otic And Dobry 1991)
DANPDO3, doapl for Clay PS 1S (.Oio &Dobry 1991)
STRAIN G/G-X STRAIN DANPID3 0.0001 1.000 0.0001 1.70 0.000J 1.000 0.0002 1.70 0.0010 1.000 0.0010 1.70 0.0032 0.i90 0.0032 2.00 0.0100 0..20 0.0100 4.50 0.0316 0.640 0.0314 7.00 0.1000 0.400 0.1000 11.70 0..160 0.310 0.2160 14.30 1.0000 0.090 1.0000 20.20 3.1C00 0.040 3.1600 23.00 10.0000 0.020 10.0000 23.00 1i-s akippod)
ITERATION NO. 20 DAKPSNO SET AT THE FOLLAI T140 FREQUENCIES, FIRST _NU NATURAL FRDQmEWY CIRC FR£P 7.546 PERIOD 0.ED3 SEC 5 TINES THE NATURAL FMQ. CISC FREO- 37.729; PERIOD. 0.167 SEC TINE REQUIRED FOR FORNATION AND TRIANGULIZATION OF MATRICES . 1. SEC MODULl (ENO, ASF or SI, KN/M12) AND DANtpNO ELM G-USED 0-NEO D0r-G DAMP-USED DAKP-NEY DSF-DAMP 1 3104.2 3210.2 -0.1 0.02404 0.02466 0.7 2 2573.0 2500.8 -0.3 0.05132 0.99.05090 3 2027.5 2038.2 -0.s 0.08141 0.08088 0.7 Page 14 of 21
GEO.HBIP.02.08 Rev. 1 Attachment E 4 15511.3 1563.5 -0.8 0.1004 0.10443 0.6 121.7 2 1267.8 -0.7 0.12081 0.12013 0.0 1064.3 1075.0 -1.0 0.3I1 0.13435 o.4 7 800.6 76.1 -1.9 0.1502 0.14900 0.8 8 173.1 679 1 -0.0 0 16446 0.1437 0.4 0 2221.4 2233.0 -0.6 0.1214 0.12307 0.4 10 199"0 2000 7 -0 S 031110 I 11066 0.1 11 1715 3 1727 5 -0.7 0.14252 0.14202 0.4 12 1098 109. 0 0 0 27350 0.27319 0.0 13 303 2 35.2 -0. 0.24979 0.24940 1 14 379.0 37.13 0.4 0.21194 0.25207 -0.1 10 219 211.0 3.0 0 26519 0.26642 -0.3 16 1251. 124.4 0.9 0.27718 0.27739 -0.1 17 '146 9 51461 0.0 0. 12239 0.12240 '0.
1 4811 1 4014.6 -0.1 0.12836 0.12330 .0.0 19 2613 1 2637 .4 -0 0 15900 0 10I43 0 4 20 2491.6 2502.1 -0.4 0.16514 0.1446 0.2 (li-. *kidstd PEAK MODALACNEAATICH VALUES *'.)
NODE XORD Y001 X-ACC AT TIKE T-AC.C AT TINE 1 -400.0 12.0 1.0293 23.2350 0.0000 0.0000 2 -400.0 11.0 1. 020 23.23S0 0.0000 0.0000 3 -400.0 .90 1.9217 23 2400 0.0000 .O D000 5 -400.0 6.0 1.03012 2 2400 0.0000 0.0000 1.0097 23 .2350 00000 0.0000 6:.0 1.0 1.6969 23 .2350 o. 000 .000
-0 7
6 -400.0
-000.0 0.0000 1.0772 23 .230 0. 000 7 -400.0 0 0.0000 1.8471 23.2400 0 0000 6 -00 -2.0 0.0000
- 0 -400.0 -4.0 1.6071 23.2320 0S0000 i
15 -400.0 -4.0 1.7967 24 .450 0.0000 11 -400.0 -9.0 1.7906 24.4910 0.0000 0.0000 12 -400.0 -12.0 1.7588 24.4050 0.0000 0.0000 13 -400.0 -17.0 1.0121 23.34S0 0.0000 0. 0000 14 -400.0 -31.0 1 .076 23.7150 0.0000 2.006 23.7100 0.0000 0.0000 1S -400.0 -25.0 0. 0000O, 16 -400.0 -29.0 2.0120 23 7000 0.0000 0.00000 0.0000 00.0000 17 -400.0 -3.0 2.2053 24.7250 0.0000 0. 0000 18 -400.0 -38.0 2.2055 24 7250 0.0000 0.0000
-43.0 2.1828 24. 7200 0.4000 10 -400.0 2.1506 24.7200 0.000D 20 -400.0 -48.0 Ili-D skipp-d)
PEAx Emmm STRESSE5 tEN PSF os- sx I N/-2 AND7 0 8 Is0 LIJO 0SXG-X sIo-Y SIG-XY XPS-M0RX AT TIME 1 237 7 4.2 124.1 0.004 23.240 2 187 .1 7.3 400 .4 a.010 232240 12.83 1073 0 0.053 23 245 3 142.0 4 146.4 1646. 1 02.106 23 .250 s 2094 2 0.166 23.250 123.4 22.0 107.6 26.1 0.220 23 250 2529: '
87.9 20.4 2951. 0.3413 23.250 O .499 60.6 31.8 3357 .1 23 255
- 0. 170 23 .250 294.0 30 .0 3773.9 284.5 4308.1 0.217 23 .255 32.3 16 280.4 4233 7 0.20 23.255 36.3 17 32.8 5074 .2 0.186 24.541 10 39.I 13 06.4 66 .2 *232.4 I1627 24.541 14 87.9 72 3 8031.0 23.370 15 7706.0 3.558 23.345 20.9 77.2 18 16.0 78.1 8487.2 23.260 9063.02 0.176 231.110 23 3 .
17 116.3 72.0 16 106.3 9010.2 0 .204 23 33o 1s 05.4 10097.7 23 .323 20 4I:1 62.4 11247.6 0.455 23.320 Ilir- skipp.4 1 VAX &K8H SEISlMIC COErFSCSENTS SURFACE WEIMgSt(LB - ) X-DMIECTSCI IIEINVE POSITIE 1 259061.7500 -1.8502 1.791S ITOATI00 CYCLE Mn. 20 AVE OVE0hLL DANP . 0.177 TSME REO1ED FPOA12000 STEPS . 211. SEC 0...............
Page 15 of 21
G3EO.BBIP.02.08 Rev. I Attachment E excerpt from TRICOO.QSC TRIC, MMOIL)T DAY, TR02N0908'0 MMY 0003. 0012002 Tif..Stp
- 0.000 S..
0.0002 000005 0.0000 .000 0.00002 0..00004 0.000001 O0007
.00 .002 0.017 0000 .00027 0.00026040-.0000220.014 0.000380 0.000422 0.00404 0.0.000 0.00003 O 0.0720 0.000016 O'064 0.000032 0.001070 0.001223 0.0014226 0.001642 0001180 0.002181 .0257 0.002774 0.00i20000.003446 0.003786 0.004118 0.00144320.004719 0.004000 5.0174 0.005324 0.005412 O0.00422 0.000303 0.00S20) 0.0050601 0.0060) 00045: 0.004064 0.00010312 00031.32 0.002010 0.002080 0.001 7? 0013 0.00004 0.000001 0.00012 -0.06053 -0.000924 - 0:.01119 -0.001232 -0.0012205
-0.001217-.003-.0 8-.003-.0227 0 00001 0.037 .070 0.001131 '0.02470.1100.0020 0 0002211 0.0400 .0022 0.0050 0.00249) 0002352 3
.0.026 0.00ss1 0.001517 0.001133 0.000716 0.000170
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-0.015710-0.021176-0.025605._.002 04_.00311 60..0.02054-0 .021673-0.030052 87 0.017271 0.022309 0.0026704 0.020017 0.032201 0.0332150 0:.032030 6.031206 6 00022314 0.02428 0.1000 0.013024 0.063-0.001070-0.00964-.016280 t0
-0.023000-0.030646-0.03404 .4220- .046083-8.046903-0.001410-0.051772 02.
-0. 000731-0.048321-0.044600-0.03070-0~0.033787-8.0270130-0.:0106770.0.1044 I0
-0004006 0.0036234 0.010075 0.017400 0.023581 0.028.468.32103 0.034626 93 I.035734 0.030400 0.033520 0.311103 0.027180 0.022207 0.016617 0.02.0404 04 0.00 70022-.ooo001481o-0 .020067-0.02430-.021546-0.020040 03 00 0.001044-00067 063'-
0.0970 8.018205 0.026776 003 002 0. 042930 .049862 0.055036 9.00006 07 0.044800671 0.06747 0.67000640619 0.0061124 0.056384 0.050059 80 0.430806654 0.024071_ ':.021154 0.013647 8.0103-0.000660-0.006430 00
-0.2.4400.1074- .2.62O0.10162-0 .020167-0.02.0151-0.01.740-0.02.4440 2.00
-0.0110,7-8.100071,7-9.00I200 0.001340 0.0062710 0.001203060013300 0.1009fi 101 0.017433 01765 0.0165871 0.02.4712 0.011202 0.004674 0.000050-0.000704 102
-Oa81:02 .:711-.641-.63 002302 0-000917-0. 104
-0030-0 0343620.02407 -002.03310-0.0.023,508.004327 0010021 0.0792 212 00
-0.0439220.04200 0.040177 0.001620 0.0032.77 0.002706 0.000 495 0.04732 0
- 0. 040300 0.033100 0.024546 0.014075 0.004703-0.005723-0.0162.44-0.022350 107 Page 18 of 21
GEO.BIP.02.08 Rev.1 Attachment E excerpt from TR3C.Q40
- QCAD4wM3 A COMUTER RO FMOR EVALUATING TNE SEISMOICRESPoNSE UP SOIL STRUCTURES U.C.D vi.. 1993 by urrtim Byrd Nds-,
I.H.Idris.
nd h..cft .ika.
MODIFIED TROD QUAD04, 1973
.by I.x.Idri.D'
'. Ly-r.D
N~~~. D,01tOD Sd TR3C: HUMBOLDTDAY. TRUASPORTERR0(E. PMOO. 09/2002 HORIZONTAL ACCELERATION DN0S07 FILE:
TR3cI.025 W1T1 FIRST LIKE:
DXI&. 2.5250 SECTION C-C, 0/2002 M.o. OF LDNTS . 1835 MO. OrAL P02NTS . 1025 D=REES OF' REEDM . 3850 CaKTROLL2NG NSD0 . 497 NO. or FMCED MlY CNDS. - 124 MO. Or ITRAIONS 30 TOTAL 20. POINTS 0D MM3.= 12000 LAST Mo. PTS. USED (51o TO KOEQ) . 1 12000 XNT. So. PTS USED (N210 TO 1300)
- 1 12000 TIE INTERVAIL OF RECORDS. O.s050 5505Ds STRAIN CSVZERSION FACTOR . 0 O.SSO DAMPING RATIO REDTI05 FACTOR . 1.000 PRED 0ANT DINPUTNOTION PEDIOD . 0.2000 S3Ec0NDs EQ. IULS. FACTOR 40041 CUSP.) . 1.0000 A ACCEL. USzD MORZ.COhP.I ' 2.5250 0 STRES5 KISIOLTES REQUESTED, 7 ACCEL HaSuORXES REQUESTED, 1 S11S COEDF HIsTORIES 0RNDESTED OUSPUTFILES ARE AS FOLLOW.s NODE 71, x DIR IN FILZ. TR3C001.OA NODE 101. I DIR DR VILE: TR3C72.04A AC:.
Noz 7C,2 X I L:
7, 70 s DIR IN FILE, TR3CO0.04A 00ODR NOCE 821. 96, IIDIR DrA IN IN FILE, FILE: TR3CO4.04A TIL3CD.QdA 0NO0E 9"1. IDIR DO FILE. TR3C05.04A 000D0 1114,. I DIR Dr FILE: TR3C0C.04A SUWACE 1, I DIR S FILE TR3C700.05C SOIL DATA TAM 7R05 FILE.: bbo..il.da0 HAIIRIAL SIPZ SO. 1 0 L5s: 81 ud.1-s ftr C2y PI 15 (VUC.-ic A D0bry 1991)
DA!!4n9G, d4s7 Los Cl-y SI 15 l41..010 &DobrY 1991)
STRAIN a/G.Do STRAIN DAMPI1NG 8.0001 1.000 0.0001 1.70 0.0003 1.000 0.0001 1.70 0.0010 1.000 0.0010 1.70 0:.00312 0-.00 0.0032 2.60 0.0100 0.020 0.0100 4.00 0.0310 0.440 0.0315 7.0 0.1000 0.400 0.1000 11.70 0.3160 0.230 0.3260 14.20 1.0000 0.000 1.0000 20.20 3.1(00 0.040 2.1400 23.00 10.0000 0.020 10.0000 23.00 (hio- *kipp-dl I7TE.RTIO N0. 30 DRMPING SET AT THE FOLLOWINGTWO FREQUENCIES:
MMEFIRST 00TU0AL FREQUEICY, CIrC n2100 7.7122 PERr 0 0.415 SDE S TIrES TAE NATURALFREQ.. C1RC FRED1 32.558; PERI0D. 0.153 EZC TIRE REQUIRED FOR FORKATIUI AND TRIANGULTZATIONOF HAORICrs . 1. SEC XOW0LI (ENG: ESF or SI. xJ/tn2) AND DAMPING ErA O-USED 0-NEM DIF-G DAM1P-USED DAMP-NEW DrI-DAMP 1 2024.0 2020.0 0.0 0.03346 0.03341 0.1 2 2482.3 24B1.1 0.0 0.00429 0.00043 -0.1 3 1901.6 1900.1 0.1 0.09766 0.0'723 -0.2 Page 19 of 21
GEO.HBIP.02.08 Rev.I Attachment E 4 1403.0 1402.4 0.1 0.11230 0.11237 -0.1 0 1145.1 1144.4 0.1 0.12920 0.12920 0.0
£ 932.2 031. 0.1 0.14404 0.14490 0.0 7 044.1 403.0 0.0 0.16237 0.16340 0.0 8 560.0 s88.6 0.0 0.17281 0.17202 0.0 0 2017.7 2018.9 0.0 0.12005 0.12908 0.0 10 1775.2 1714.5 0.0 0.14003 0.14000 0.0 11 1470.7 1472.5 -0.1 0.15260 0.15262 0.0 12 05.6 00. -0.1 0.27706 0.27704 0.0 13 355.0 348.S 0.0 0.25100 0.25109 0.0 14 405.2 406.4 -0.3 0.24074 0.240S3 0.0 10 345.8 301.0 -1.5 0.25464 0.25418 0.2 14 114.6 114.0 0.
- 0. .27511 0.27526 -0.1 17 5265.4 5294.0 -0.2 0.11003 0.11278 0.1 18 4798.5 4804.3 -0.1 0.12081 0.1204 : 0.1 10 2248.7 2250.1 -0.1 0.16701 0.16405 0.0 20 2200.7 2281.0 0.0 0.17421 0.1741 0.0 tia.. .kippdJ PMAX N=AL ACCELERATIOC VASIES W.)
NODE XZRD YORD X-ACC ASTStE Y-ACC A? TIfl 1 -400.0 12.0 2.0090 35.0200 0.0000 0.0000 2 -400.0 11.0 2.090 30.0200 0.0000 0.0000 3 -400.0 0.0 2.0085 25.02D0 0.D000 0.0000 4 -400.0 6.0 2.0704 35.0200 0.00 0.0000 0 -4D0.0 4.0 2.0705 35.0200 0.0000 0.0000 6 -400.0 2.0 2.0636 35.020b 0.0000 0.0000 7 -400.0 0.0 2.03 30.0200 0.0000 0.0000 8 -400.0 -2.01 1.0391 35.0150 0.0000 0.0000 0 -400.0 -4.0 1.0464 35.0150 .O0O0 0.0000 10 -400.0 -6.0 1.0243 35.0150 0.0000 0.0000 11 -400.0 -0.0 1.8928 35.0150 0.0000 0.0000 12 -400.0 -12.0 1.846S 35.0150 0.0000 0.0000 13 -400.0 -17.0 1.3973 23.1700 0.0000 0.0000 14 -400.0 -21.0 2.20 14.5400 0 0.0000 10 -400.0 -2S.0 2.6427 34.0300 0.0000 0.0000 16 -400.0 -20.0 2.6383 34.5300 0.0000 0.000 17 -400.0 -33.0 2.7057 34.0000 0.0000 0.0000 18 -400.0 -38.0 2.604 34.5000 0.0000 0.0000 10 -400.0 -42.0 2.4564 34.5000 0.0000 0.0000 20 -400.0 -48.0 2.5312 34.5000 0.0000 0.O0O0
[liD- skipp-d)
PEAR ELD¶4TS STRESSES (EDN, PEP or ST. NM-21 AND 5STRAINS xx2 SlG-X SIC-Y SIG-XY EPS-MAX AT TISE 1 350.6 5.0 150.1 0.006 23.030 2 294.6 8.1 003.2 0.023 35.050 3 222.2 14.3 1231.3 0.065 35.050 4 200.0 21.0 1604.0 0.134 35.050 5 166.3 25.6 2393.3 0.200 35.050 I 130.0 31.0 2007.8 0.310 35.00 7 100.0 37.6 3360.0 0.492 35.D00
£ 94.0 43.9 3827.1 0.600 35.0,0 9 300.0 43.2 4204.0 D.213 35.005 10 356.5 48.6 4862.4 0.274 35.0 11 307.3 54.0 5515.0 0.370 30.000 12 52.3 73.2 8303.7 4.757 35.050 13 50.2 78.7 6431.6 174 35.050 14 61.4 2.7 6002.7 1 .62 23.020 10 04.8 37.1 4902.5 2.014 23.110 16 73.6 08.5 7901.3 0.812 23.105 17 149.3 05.7 8716.1 0.165 23.145 16 130.0 01.7 90837.3 0.205 21.140 10 54.1 81.4 11120.0 0.473 23.140 20 56.2 61.2 12387.3 0.543 23.135 (1i0 skipped]
I MAX &0136SEISMIC COEFTICIDETS S00FAYC WEICGH(LB or N) X-IRECTION ND4ATIVE POSITIVE 1 250061.7500 -1.7864 2.0014 ITERATION CYCLE NO. 30 AVE OVERALL DAMP . 0.185 TIME REWIRED FOR 12000 STEPS . 211. SEC Page 20 of 21
GEO.HBBP.02.08 Rev.1 Attachment E excerpt from TR3COO.QSC TR3C: HUMSOLET DAY, TRANJSPORTERROMlE. PG00. 09/2002 Ti ~S,.
549* 0.005 S-c 0.000 0000 .00001 0000002 0.000 ' 0.00000 I 0.000 0.100002 0.00035'0. .000049 00.:0.000050..00003 0:.0"000 0.000124 00147 0.001 0.000102 .022 0004 .027 0000 0.004 0.03 0 000042 0.044 0.0005 0.002 0.070 .007 0.010 0.0011012 0.003325 0.001570 0.01794 0.003035 0.00290 0.0021554 0.002802230020 0025 0.003000 0.003123 0.004020 0.004,12 0.004104 0.004379 0.004403 0.004374 1:0.004210 0.004149 0.003055 0.0003701 0.003425 0.003080 0.002711 0.002316
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.. -0.015409
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_0
-000:.465'43 -0.00368444 -0.002500 -0.00129 0.000(200 01700S 0.0256 .05477 0.007497 0.009500 :0.0117460.013907 0.01004S 0.010123 0.020309 0.021970 0023677 0.025202 0.20250.00273629 0.0O205.02 0.029139 0.029540 0.029700 0.205 00231 .2003 0.20314 0074 0.020648 0.025655 0040 Page 21 of 21
GEO.HBIP.02.08 Rev. 1 Attachment F Attachment F SPECTRAD Input and Output Excerpts (see Table 8-6 for listing of files)
Page 1 of 10
GEO.BIP.02.08 Rev. 1 Attachment F SPECTRA1.INIP TRlCOl.Q4A 0
TRICOl.Q4A TRlCOlA.050 (8F10.6) 4 12000 1.0 0.005 1 0.05 TR3CO1.Q4A 0
TR3CO1.Q4A TR3COlA.050 (SF10.6) 4 12000 1.0 0.005 1 0.05 Page 2 of 10
GEO.HBIP.02.08 Rev. 1 Attachment F SPECTRA2.INP SlCC .AC8 0
SlCC .AC8 SlCC. 050 (8E15.7) 2 15999 1.0 0.005 1 0.05 S3CC .AC8 0
S3CC .AC8 S3CC.050 (8EI5.7) 2 15999 1.0 0.005 1 0.05 Page 3 of 10
GEO.HBJP.02.08 Rev.1 Attachment F SPECTRA3.INP TRlCOO.Q4A 0
TRlCOO . Q4A TRICOOA. 050 (8F10 .6) 4 12000 1.0 0.005 1 0. 05 TR3C0O . Q4A 0
TR3C0O . Q4A TR3COOA. 050 (8F10.6) 4 12000 1.0 0.005 1 0.05 Page 4 of 10
GEO.HBIP.02.08 Rev. 1 Attachment F SICC.050 a uICC.050 8.11; 1.5999 points 0.005 41 pax..t~s ax. ts~vp~a 97 1 0.10 08.00424 0.36240 2.66549 1.02250 2 0.otso 0.00542 1.12946 3.95203 l1. 40490 1.02116
.1.7059 101236 3 0.02000 0.01478 1.284)4 5.27270 1. 48896 4 0.02500 0.02594 1.48240 6l.18 1.67z025 1.00115 s 0.03000 0.02764 2.26448 7.90709 I1. 68410 1.0009" 4 0.03500 0.15098 3.9100S 11228 1 .6 7514 1.00420 7 0.040000 .7 676 4.60543 10.4462 1. 48007 1.00704 9 0.04200 076222 4.43469 11.40405 1 .76070 1. 04338
- 0.044100 0.082064 4.95536 11.80071 1.71739 1.02941 L0 0.04600 0.015 4.51109 12.22672 1.709712 1.02481 LI 0.04800 0.0 38 4.72765 12.87791 1.71928 1. 03054 12 0.05000 .100751 5.12165 132.50* 1.73038 1.03720 12 0.0500 0912839 7.51774 14.66084 1.70923 1.02460 L4 0.06000 0. 15747 7.I4611 14.49047 1.7 6149 1.01988 LS 0.00500 0.10879 10.10117 12.24087 2.70541 1. 07857 LI 0.07000 0. 22721 13.59237 20.39309 1. 66751 1. 11039 l7 0.07500 0.25161 13.20151 21.0791 I. 0054 1.07025 LO 0.08000 0.28879 14.64405 23.46043 X. 87740 .12532 10 0.08500 0.3272 I: 27116 24.23270 1. 02464 1. 09372 t0 0.0000 0.o39715 181784 27.02237 1. 02214 1. 15273 t1 0.09500 o .6463 18.9320 0 30.430 2 .0 9598 1.25034 12 0.10000 0.521 2 12213347 322.7485 2.00076 1.21.5 3 0.11000 0.60898 22 .6736 34.78502 2. 02)66 1. 22058 14 0.12000 9.77524 27 21112 40.59150 2 .16508 1.29775 5 0.12000 0 .4225 2184108 45.50411 2.24085 1.34857 6 0.1400 ,10707 3.6 803 4a8.4301 2 .2297 1.33654 17 0.15000 1.32780 44.34020 55.1023 2.3282 6 1.42027 Is 0.16000 1.578 7 50.53852 57.25004 2.206.2 1. 37440 19 0.170O0 1. 9299 49.62023 48.00112 2.57021 1. 54059 10 0.18000 2.18040 54 2 76.11231 2 .71'12 Il 0-.1900 2.44590 5. 5706 80.88422 2 .73575 1. 63991
- 1. 619028 12 0.2000 2.0252S6 62.7080 2.47511 2.45144 L3 0 22000 2.5107 7 4 92.92405 2.10981 1. 62436 14 0.24000 4.26002 107.14139 211.76256 1. 70380 5 0.26000 5.51090 1231.40338 1232.3944 3.30050 6 0.2000 6.50410 125.94003 145.95270 3 .3446 2.00767 37 0.3 000 7.52492 104.1222 5157.05 3.37393 2.02216 II 0.22000 0.05501 115.5 237 176.8203 3. 5453 2.12510 10 0.34000 10.33430 144.51960 190.97740 3.61037 2.16406 0 0.38000 11.85777 160.37512 206.9711 3.69405 2.21422 Il 0 . 000 13.2229 182.56612 223 54745 2.56651 2.31752 12 0.40000 11 2 216611 01 241.70826 133 3.12501
- 2. 88800 2 .33147 23 0.42000 16.70307 231.81120 26 .87720 2.2028a 14 0.44000 18.20437 250.47702 259.95779 3 .7713 2 .27 60 15 0.46000 22.10240 218.04S88 301.99480 4.21079 2.52035 6 0.48000 22.70602 212.51024 310.31775 4.15002 2. 40107
.7 0.50000 25.88212 228.09358 225.2500 4.17040 2.50519 2.2072
.8 0.55000 29.71230 278.09075 32 000954 3.83275 2 297 6 9 .0.60000 34.329 354.17237 359.57083 3.85439 2. 1153 50 0.65000 X40.744 356.7215 306.975S9 2. 02719 2.35307 i1 0.70000 40.59735 377.6327 445'.476 4.00054 2.45108 I2 0.75000 54.47570 141.9644 456.374154 3.91401 2.34434 2 0.9000 62.35158 950.77464 480.70416 3 .02841 2 .34141 4 0.95000 70.62092 456.20224 522.09152 3. 9095 2 .36018 O 0.90000 78.01034 515.90100 544.494)9 2 33224
.6 0.05000 19.752324 4'98125027.74280 2.57097 2.14045 7 1.00000 94.21651 504.86691 592.60800 3.00801 2.26253 8s oS1.000 U11.25220 60.54218 648.9s0076 3. 78417 2 28624
'9 1.20000 137.650614 32.1770 72 .76587 3. 86608 2.31788
- 0 1.30050 164.265 528.152957 792.77405 3.9217 2.35113 1 1.40000 14.2l6927 143.136L7 026.54074 3.90246 2 27920 2 1 50000 200.62582 931.9016 87 .07001 3 .76070 2 25782 s3 223.15634 932.9716s 974.33223 o1.6000 3. 52439 2 11252 4 1.70050 257.48169 08.52101 051.8500 3. 60612 2.14151 5 1.80000 275.42258 967.80609 961.400 3.44114 2.00242 0 1.90000 288.34064 920.6304 956.14176 3.24468 1. 04 47 s7 w2.00000 20.00787 1024.5I291005.01712 2.24042 1.94132 8 2.20000 349.043221 19872932 D96.16505 2 .01)12 1.74072 S 2.40000 345.2118 1050.11731 900.72257 2.43 108 1.4571 0 2.60000 415.12326 2102.37341 1003.20322 2. 48755 1. 49104 1 2.90000 449.46088 2067.32117 1001.37604 2 30798 1.3941 2 3.00000 47:6.7511 1109.72244 909.34407 2. 14379 1 23499 3 3.20000 532 83 87 1170.94153 1050.25360 2.11392 1.26709 4 3.40000 508.07428 1102.4619 1088.60449 2. 06347 1.23715 1.16I3 5 3.60000 622.17865 1145.50757 1087.05109 1. 94534 6 2.80000 659.00210 1077.60432 1001.12017 1,10353 77 7 4.00oo 601.27075 1027.86438 105.84 551 1.74741 1.04740 9s 4.20000 701.75422 1052.28761 1069.82214 1. 0945 0.94470 O 4.40000 700.272 1040o9006008.99053 1.46405 0.97755 0 4.60000 712.11004 1056.00011 872.67844 1.36162 0.81016 2
1 ~~~~~~~~~~~~~~49:00000 728.45709 1112.60788 952.549143 1. 27673 5.00000 751.02404 2133.51543 043.76532 1. 21397 0.76527 0.72740 2 S 50000 749.20990 1071.S2S47 5 :142025 1. 00212 0.40068 4 6.00000 722.4266 906.51514 70S 30. 01 0.81227 0.46087 5 6.50000 769.I55802 08.49500 741.37062 0. 7355 0.44002 6 7.00000 n22.S777 972.8062 72 35309 0.08479 0.41049 7 7.50000 828.78002 01.4879 814.31714 0. 60287 0.36130 IS 100000 3283.756 7784 0772 650.00321 0.53070 0.31813 9 1.50000 941.23277 740 09109 621.84149 0.47812 0.20051 0 9.ooooo 8532.44 750.82490 555.03115 0.43340 0.259 1 2 8.50000 *69.62919 727.4940 591.27005 8.3874 9 0.23224 210.00000 818.51008 715.41718 S14.22922 0.2379 0.20254 2 11.00000 752.94209 :7.00822 410.09002 0. 20002 0.15502 4 12 000 771 16113 709.70691 407.4421 0.22459 0.13462 5 13200000 7n6.209 680.50328 375.18933 8 19072 0.11431 6 14.00000 762.82500 647.3007 324.35350 O 16182 0.09700 7 15.00000 748.14197 640.50807 323132000 0.13874 0.09317 Page 5 of 10
GEO.HBIP.02.08 Rev.I Attachment F S3CC.O0O acc.oso S-3C0r 10999 poits 0.005 4t pvraas-ot a t..dtflp.v...r I 0.01000 0.00407 0.17999 25.1081 1.030)4 1.00032 2 0.01500 0.00914 0.40247 3.82094 1.3201 1 00122 3 0.02000 0.01642 1.49100 0.10705 1.65190 1.01156 4 0.02300 0.0259) 1.38000 .52107 1.17277 1 02434 S 0.03000 0 03090 1.12223 7.72859 1.64970 1.01027 C 0.03500 0.04909 2.20043 0.92073 1.02204 0.99077 7 0.04000 0.00572 4 42296 10 32521 1 5390 1.01202 S 0.04200 0907239 4.73754 10.82968 1.65132 1.01121 0 0.04000 0.07072 4.07190 11 23374 1.00101 1 .0102 10 0.04600 0.00740 49020 11.94009 1.6347 1.01980 11 0.04800 0.09013 4.19428 12.50342 1.000 1 02001 12 0.05000 0.10474 4.26050 13.10208 1.60879 1.03363 13 0.0S000 0.12906 4.40820 14.81179 1.72344 1.05137 14 0.00000 0,15500 4 93534 16.63520 1 778093 108935 15 0.01500 0.17593 i 52502 17.29646 1.70932 1.04427 16 0.07000 0.20100 0.01008 10.09110 1.01009 1.01412 17 0 07000 0.24135 11.24970 20.21900 1.73000 1.0939 28 0.01000 0.27271 13.47021 21.41680 1.72075 1.05129 19 0.00 01 0 14.09441 22.105 1.74002 1.07091 20 0.09000 0.30127 15.99004 25.22135 1.79249 1.09760 21 0.09000 0.41387 16.70602 27 37279 1.85033 1.13307 22 0.10000 0.47403 10.10407 29.70402 1.90099 1.1936 23 0 .11000 0.00765 24.02493 34.7006 2.02405 1.23245 24 0 .12000 0.74011 27.07101 39.17000 2.09105 1.28041 20 0.13000 0.90724 33.17$75 43.84907 2.10974 1 32250 26 0.14000 1.10037 322.7777 49.38401 2.25836 1.38294 27 0.10000 1 30982 32.47351 54.00079 2.34739 1.42)45 20 0.16000 1.59403 4211405 63.S01713 2.51127 1 02780 29 0.17000 1.99081 42.0127 732.8000- 2.77477 1.0b917 30 0.19000 2.117123 47.23977 73.90511 2.63101 1.1150 31 0.19000 2.49104 05.0 920 82.29701 2.78507 1.70547 32 0.20000 2. 4902 59.14050 19 52031 2.87052 1.70147 22 0.22000 32.0231 71.99142 100.02570 2.1990 1 70807 34 0.24000
- 4.40802 80.21294 110.97272 3.12155 1.01104 30 0.20000 0.50098 914.1304 134.20719 3.32092 2.03361 32 0.29000 6.89924 128.93840 104.6263 3.55000 2.17440 37 0.30000 8.7713 139 .79877 283.04877 3.93742 2.41213 30 0.32000 9.73759 129.55070 191 1.640 323839 2.25048 39 0 34000 10.61394 135.81397 10.614543 3.70754 2.27036 40 0.30000 11.89940 149.78423 207.51025 3.70432 2.26842 41 0.31000 13.27417 173241707 219 51749 3.72202 2 27347 42 0.40000 14.94219 187.43405 234.711232 3.77005 2.30994 43 0 42000 10.26750 210.37854 243.30121 3.72325 2.28035 40 0.44000 17.92101 219.30771 255.92279 3.74054 2.29057 45 0.46000 19.02500 229 .2362 259 .0041 34 :148 2221378 40 0.48000 21.74136 247. 3783 284. 9375 21144 3 2 32390 47 0.00000 23237001 271.31503 203267709 3.71999 2.31472 40 O.0500 2030232 309.7700 300 40027 3 5124 2.15130 49 0.30000 32.2970 312 337 17136 3261544 2.21390 50 0.0000 41.53904 297 .77554 401052493 3.97043 2421234 S1 0.70000 48.05040 364.00010 431 .29993 3 9503 1 42375 52 0.75000 02.83554 420.86557 451 .1254 3.80426 2.36033 02 0.80000 600.9380 475.94940 470.16564 3.85178 2.35090 54 0.85000 00320000 49l1.5292 490.46283 3.71433 2.27452 S5 0.90000 75.0200 524.00679 527.20010 3.77321 2.2 157 50 0.90000 04. 900 507.00202 500.10231 1 79725 2 32529 07 1.00000 *2.81003 022.75409 571 11981 3.72403 2.20040 00 1.10000 112 .23817 82.35126 641 10297 3.75455 2.29014 59 1.20000 13520.370 73094332 710.43817 3.61091 2.33366 60 1.30000 1507300 4 700.080&5 752.6036 3 73174 2.3517 61 1.40000 185.70148 745.99056 833.42627 32.2475 2.34224 02 1.S0000 216.73020 900.07977 907.03759 3.8493 2.380511 03 1.0000 241. 1975 891.69090 047.15307 3.80062 2 3.l2S 44 1.70000 217.35229905.00805 987.70215 3.7374 2.28860 00 1.00000 2 0429 82.1747 007.73206 3.50185 2.1 77 00 1.00000 200.25184 41.0931 980.93842 3.35432 2.05406 17 2.00000 320.52902 800604529 1007.28833 3.24291 1.98583 00 2.20000 340.23346 951.80S04 9.84045 2.8919S 1.77092 09 2.40000 365.59750 941.55064 957.13202 2.00S0 1.57309 70 2.00000 406.00262 1037.10980 981.14990 2.42832 1.48701 i1 2.80005 442 25005 1036.06123 992.411SI 2.28290 1.39790 72 3.00000 407.29045 103:0.2761 978.70343 2.1009 1.28655 73 3.20000 524.99548 1100.00171 1030.82017 2.07329 1.27003 74 3.40000 0650.2550 10l8.34924 1044.4526 1.97902 1 21175 75 3.60000 590.85156 1075.60059 101.70251 1.86305 1.10086 76 3.90000 032.44421 1032.74505 1045072742 1.77130 1.00400 77 4.00000 *72 57397 1017 21216 1056.47681 1.70101 1. 0414 79 4.20000 70S.22340 1073036540 1059.49988 1.02629 0 09589 79 4.40000 721.4004 1125 30261 1044.50103 1.02007 0.93717 O0 4.6000009 20.79231209.70978 1009.11039 1241380 0.0579 01 4.80000 760.23209 110001050 995 15142 1 33030 0.9130 92 0.90000 785.41827 1141 .8973 986.98572 1.27103 0.77070 03 5.50000 797.70825 1094.74072 911.29974 1.07050 0.65509 U8 .00000 705.47513 1052.22808 801.60791 0.00050 0.32697 85 0.50000 742.30115 090.06034 718.14984 0.71237 0.43623 00 7 00900 701.1800 961.247912 603.2502 0.2019 0.13040
- 7 7050000 782.08470 954.02118 655.19701 0.50428 0.34552 00 8.00000 797.05006 930.40279 020.47027 0.5001 0.31004 89 8.50000 810.232 74209321 005.43024 0.40120 0.28242 80 9.0000O 018.83273 976.30477 571.09051 0.41147 0.25197 91 9.50000 794.04961 907.90405 025.70329 0.35002 0.21055 92 10.00000 751.783B22 00 452 472 .2800 0 3 30026 0.10754 92 11.00000 727 32202 901.76404 410.44534 0.24427 0.14983 94 12.00000 743 .8904 1395.2944 389.49329 0.21059 0.13202 0 13.00000 7 3.5712 782.23224 270.63805 0.19022 0.11800 90 14.00000 774.52014 75.32025 347.003*3 0.105 0.10201 97 15.00000 775.42365 098.3159 324.80072 0.14611 0.08947 Page 6 of 10
GEO.HBIP.02.08 Rev.1 Attachment F TRICOIA.050 7101CC15.050 TB1C- )0.SWLDP 05Y. T.01NS005R¶ ROMEZ PG6E. 03/2002 12000 pai~tv 0.003 dt p~ra~~o 97 1 0.01000 0.00430 0.08312 3.0'7771 1.97085 1.01628 2 0.01500 0010 0.10234 49:01.04035 1.4213 1.00137 3 0.0200 0.12 027445 1.
4.0475I 1.:33401 0.39052 4 0.2300 0.03002 .114 7.5510 1.3232 0.900 5 0.03000 0.042333 0.8344 5.721 2.331740 0.930933 4 0.03500 0.003a .00 l:10.75 1950 .31 7 0.04000 0.07714 1.03210 12.11731 1.94020 1.000450 0 0.04200 0.030512 1.14500 12.73377 1.94194 2.00127 a 0.04400 0.09340 1.27314 13.35028 1.93442 2.00204 10 0040 0.10225 1.0534 13.94022 1.34413l 1:.00201~
11 O0.4D0 0.11139 1.0724 14.5009 1.34002 1.0312 12 0.00000 0.12092 1.47110 15.19430 1.34074 1.00370 13 0.05504 0.24450 2.01744 14:.4134 ,1.6331.00)5451 14 00000 0.17479 2.42392 1I3034 1942 1.03 10 0.00000 0.20560 2.00019.07452 1.95884 1.00939 14 0.07000 0.23304 .156 21.40577 1.94377 1.001203 17 0.07000 0.27512 3.32303 13.04064 1.34303 1.0152 18 0.000001 032319 4.01453 24.05404 1.374 1.01312 1 4.000 0.2507 0.17503 24.27621 1.90000 1.022 291 0.03000 0.33301 5.0043 27.9101 1.30:753 1:.02478 21 0050 0.44727 0:.05771 2.5195 1.950 1.2024 22 4:.15'000 0.40770 7.I5154 31.37149 2.003550 1.03304 23 0.11000 0.60082 0.47054 34.714519 2.02305 1.04340 24 0.12000 0.73333 11.02356 31.33695 2.04:92 1.00030 35 0.13 000 0.8$7553 14. 74523 42.32 007~ 2.0840B 1. 07497 2 4.1000 IL104042 13.45402 4:0.43429 2.13031 1.140143:
27 .150 124243 23.5008 5.449 2.22454 1.14036 20 0.16000 1.53403 31.40427. 60.24120 241 423 1.24479 23 017000 1.9~10004 42.06702 73.10213 3.70204 1.42400 30 0.200 2.173 45.44721 76.70040 2.73309 1.4081) 31 0.19000 2.01390 54.1500 0.01 .20 .04 32 0.2000 3.46580 8.8.2903 100 .90
- .082 1.004 32 0.22000 4.03123 94.28816 117.07074 3.4.1321 1.75992 34 0.245000 0.04102 130.00010 247.00163 3.36296 2.04332 15 a0.20000 7.431 7.207 14.50353 4.50080IL 2.3547 34 0.200 3.2294 174.50719 209.02070 4.791 2.47293 37 0.30000 0.95131 1319.10357 2MA.10 4.46273 2.30150 30 0200 11.43752 150.15089 228.50224 4.50791 2.34555 390140 12.044081 170.013411 237.400071 :4.4772 2:.318 40 .34000 1.09218 1)74144 24 5.9504 43273 2.244911 41 0.10000 10.51773 2130.73260 273.11572 4.62190 2.310111 42 0.40000 19.08163 260.50070 290.73361 4.0170 2.404 1 41 0.42000 20.015G4 200.14221 3II.40352 4.72411 2.43577 44 :401.400021.:1307 304.3340032424374 4.02107 2.132065 40 0.40000 25.8214 20031 354.54030 4.902 2.50134 40 .4000 27.9032 250.02458 360.37411 4.90744 2.5304 47 0.50000 30.54816 260.74232 383.05187 4.13494 2.54440 4 0.5050 33.08741 330.21150 377.09809 4.41687 2.27736 40 0.150 1.083"59 .3.415 62.48 4.143 .407 50 0.450000 47.02308 435.7'4050.4 00.533'33 4.55327 2.334740
- 51. 0.70000 64.32147 50.3.5516 077.34414 50.30551 2.73550 52 0:.750050 09.04I112 430).910. 00.0384911 0.01002 2.58773 03 0.0000 7.1034 5233.70104 026.04358 5.03627 2.59672 54 0.500 90.00072 598.12561 6403.4025 S.07005 2.61445 50 0.'00000100.41501 640.27413 701.02354 5.01101 1.000 50 0.05000 100.03050 059.95'160 4015.42621 4.50274 2.322176 4
07 1.000100154014371 027.00037 a40.232434.20106 2.20713 50 .10000 129.00323 770.23378 740.71345 433501 2.354 59 1.20000 151.5407t 741.72870 793.57020 4.25748 2:.15101 00 1.30000 179.3596690978 804.00444 4.23204 2.21341'
- 43. 140000199.40)0 17.9000 034.11274 4.1 2 5 2.12541 02 1.500050222.05346 1013.43359 933.90527 4.02734 2.06402 43 1.60000 236.79453 10160.05030 929.08980 3.74030 1.32085 04 1000271.51307 1050.79724 1003.70840 3.00237 1.906052 0 1.:00050289.58640 10 2.821 B11.47233.4192S 1.I 1 44 .9003021.54437 9041.700 10010.43597 3.33458 1.7520 7 1.00000 12.3 01 100.147 l1042.02782 .3594: 1.7324 48 2.20000 354.23242 122. 1250 1011.68542 2.306511 1.52082 09 2.40000 354.13594 1011.40308 32.9533:1:1 2.433071 1.2008,.4 70 2.010000420.40040 1120.1401 02.000 2.510 1.21567 712. 2000 45.470 1010.51233 2022.007012 2.30441 2.21395 72 3.00003 4014.9139011326.042461015.01401 I3.0007 1.12447 73 3.20000 043.:79742I10720 07.47 2.15150 1.10930 74 3.4000 53O 7.21812 1221.04703 1103.00011 2.09224 1.07877 75 3.40000 4055513 21280.08202I110.527141.700 1.0575 70 054354182 1108.52136 1100.274 O..300 1.0433 0.300 77 4.0000 694.07703 1030.12671 1033.13039 1.74015 0.30754 70 4:.20000'700.3:701410092121054.13734 1.60140 0.783449 79 .00 0.00403 10.7170 1002.003301 1.40330 0.50 80 4001000 712.:4114 1030.-130787872.45850I 1.310i1. 07205
- .1 4.8000 732.00349 1~14004 5 30.20805 1.20429 0.00219 02 5.00000 707.51301 1154.08420 3 102.03 1.22494 0.031412 00.0008 752.150 1030504 5.2000 100710 0.51924 04 .00000 721.23600 1004.20100 700.13854 0.011260 0..4109 as 4.50 050 77.5910 S 3295482 I750 .489 0.444 0.30410 is 7.00004 84 6925004 195.40814 740.52734 0.43'1221 0.300011 87 7.50000 836.24054 040.34330 700.56724 0'O0322 0.312 88 4:.000001 014:.13230 00.4407 0051:.7551 0.53411 0.27442 9 8.00 84I.15 702.010 02.40 0.4017 0.401 I1 9.'00000:, 5033191 758.37384 502.43890 30.1833 0.200212 82 10.00004 81.17090 730.77470 514.701 0.31:3792 0.17423
- 33 1.00000 75 .72020 733.44837 433.30000 0.20223 0.13521 341 3.00000 741.27692 720.02434 409.075605 0.22753 0.11732 90 13.:00000 770.77020 608.30170 374.39673 0.19321 0.0)961 94 14.00000 740.02777 008.20714 342.34366 0.16397 0.08404 37 15.00000 750.21743 004.13397 314.25870 0.14071 0.072055 Page 7 of 10
GEO.HBIP.02.08 Rev.1 Attachment F TR3CO1A.O0O tR3CO1.9 050
'f3C: 0034301T0 Y TRA0SPORTER ROUTE. 90E0, 09/2002 12000 point. 0.005 dt pra ert.r
.p"v.a..r sd 97 1 0.01000 0.00520 0.10338 23.2695 2.09421 S 2.09604 1 00149 2 0.01500 0.01172 0.19641 4.90050 6.54233 2.09511 II I 00135 3 0.02000 0.02082 0.36241 1. 00093 4 0.02500 0.03257 0.53201 8.18593 2.09726 1.00193 5 0.03000 0.04693 0.70644 9.82937 2.09851 1.00256 a 0.03500 0.06390 1.04227 11.4B291 2.10123 I 1.00382 7 0.04000 0 08377 1.3501 12.15108 2.10716 2.00146 8 0.04200 0.09240 1.50790 13.12294 2.1070!
1.00099 0 0.04400 0.10144 1.67001 14.48616 2.10854 i 1 00733 10 0.04600 0.11000 1.82416 15.10865 2 11004 i 1.0027 11 0 04800 0.12080 1.88323 15.82506 2.11163 0.13121 21:4020 16 -9110 2.11303 1.00380 12 0.00 1 .00946 13 0.05500 0.15020 2.43124 18.1666 2 15022 1.01196 2.12200 1.02375 14 15 0.06000 0.06500 0.18982 0.22327 3217690 3 75305 4.38070 19 17828 21.58257 23230380 2.12648 2.13201 I 1. 015#9
- 1. 0153 16 0 07000 0.20942 17 0.07000 0.29807 5.08107 25.03821 2 13777 1 82120 18 0.0 004103 5.790 2078425 2.14290 1 .0242 19 0.08500 0. 3618 6.74946 28 54645 2.15072 1. 02747 20 0.09000 0.42438 7.70827 30.32532 2.15797 1.03093 21 0.00500 0.48549 0.74406 32.10979 2.18484 1.03423 22 0.10000 0.53970 9.88144 33.91063 2.17217 1.03771 23 011000 0.65752 12.54307 37.55747 2.18754 1. 04506 24 0.12000 0.81430 15. 8230 42.10608 2.24787 l.073'3 25 0.123000 0 9761 20 16046 47 20287 2 32811 1. 11221 24 0.14000 1 18581 25.08040 03.21689 2.43712 1;31429 27 0.15000 1 45070 34.81272 0.7680 2.09814 1 24122 28 0.16000 1.91250 49.20480 75 10729 3.01255 1 43919 29 0.17000 2.66618 71.54356 08.54105 3 72741 323.8 9 0.70721 113 06203 6.03331 1.78070 30 0.1 000 1. 92684 31 0.19000 4 07013 102 11606 134.59630 454.017 2.17281 32 0.20000 5.14446 123. 28976 161.61803 5.18795 2 47845 23 0.12000 4.30042 143 11557 180.10847 5.26165 2 5131 34 0.24000 7.41581 18. 37210 199.38332 5.33776 2.55002 32 0.24000 8.4I870 178.35490 205.13873 5.07668 2.42525 36 0.28000 11.49230 232 33204 257.80149 5.92526 3.8l3049 37 0.30000 12.65921 235 62909 260.13388 5.88080 2.71384 38 0.32000 14.16630 211.40672 3781544 5.08745 2. 46930 39 0.34000 15.27501 221 72063 284.14432 5.37442 2. 56754 40 0.3000 17.16150 240.22885 299.32475 53.5232 247 26163 3218.35760 5.38212 2.55701 41 8.28000 1. 20391 2 537121 42 0.40000 23.78780 303.34857 373.65784 6.00339 390 .78091 5.08586 2.86801 43 0.42000 26.12178 362.8035 3.85944 44 0.44000 28 60215 373.16251 409.72263 5.80753 2.6044 45 0.44000 32 49507 38.823466 443 86160 6.20448 2. 06400 66 0.48000 36.59037 414.60480 478. 6680 6.41389 3.04412 47 0.50000 41 .54710 447 86731 522.09625 4.71870 3.20974 48 0.55000 44.22644 466.76107 505.34170 5.01071 2. 02372 49 0.60000 52.72786 041.20221 552.16486 5.02334 2.829777 10 0.85000 88.80108 556.65143 $65.06146 6.58172 3. 14430 51 0.70005 83.82038 695.75519 752.44171 6.81583 3.30392 02 8 75000 101.37194 806.37567 840.25177 7.28625 3.48081 53 8.80000 112.0060 874.4020 886 71967 7.13239 3. 40705 S4 0.85000 114.98460 870.64844 849.96412 6.43779 3.07554 55 0.90000 119 .8561 l 84.35461 36.95947 5.98764 2.000609 56 0.95000 130.13461 885.37628 860.69464 5.83594 2 .78803 57 1.00000 126.52617 906.44474 807.55627 5.20311 2 .4849 50 1.10000 128.60029 708.8002 733.46843 4.29 44 2.05350 59 1.20000 139.64605 890.38629 730.14031 3.32378 1 07452
- 60. 1.30000 155.45615 852.95270 751.35370 3.72553 1.77740 61 1.40000 178 79738 740.72205 802.44073 3.44312 1.735541 62 1.50000 204 13408 77386090 863.45245 3.69057 63 1.60000 223.72832 837.83484 878079922 3.53265 1.6766 64 1.70000 241. 76453 856.18652 03 55957 3.37021 3 2.175 81439 4
65 1.80000 260.44745 836.95709 800.13312 1.55347 66 1 90000 278.13843 873.69623 19.78699 3;11771 1. 480 43 67 2.00000 29 .2489 912.03796 940.11847 3.02757 1. 44037 68 2.20000 321.84107 8850.2596 118.60414 2.60506 1. 2827 it 2.40000 352.97305 899.76434 934.02130 3 .47980 .18470 70 2.40000 307.4030S 1006.28723 936.20193 2.21642 71 23.0000 624.38095 1053.34104 92. 308 09 1.04663 2.19092 72 3200000 455.51340 1012.18105 904.02302 0.n777 2.04667 73 3.20000 517.63043 1093.80010 1016 38060 2.84894 O97759 3.40000 554.17365 1070.84487 1024. 11047 1.94189 0.82770 75 3.60000 580.96100 203:.43945 10123 6820 1.81220 0 .81575 70 76 "9O 9.590 1.72133 0.82234 3.80000 *15.16711 2017 18022 77 i 00000 657.83248 1037.85962 2033 32080
- 1. 64400 71 4 2.000 605.14520 1095.01870 1039 .9341 0.76284 79 4.40000 717.94377 1139.83806 1025 22986 1.50434 0.71847 80 4.60000 72234113 1172 89673 98s.018s0 1.28410 0.66147 4.80000 746.20315 1173.81287 370 64673 1.31015 0.*2090 2 5.00000 773.10237 1141.94409 71. 60968 2.25235 0.89829 83 1.80000 785.43814 1047 .7791 897.27100 1.05584 0O00442 84 6.00000 755.88794 1023.30547 791. 56403 0.S4745 0 .40480 A5 6.*5000 737 00734 964 91705 712.5009a 0.70710 0O33705 88 7.00000 759 27234 929.1514S 81. 52124 0.62786 0. 2995 87 7.50000 779.87714 922.04836 653.249 0.56395 0.28942 88 8.00000 795.72852 930.4501 624. 6375 8.50597 0.244172
- 850000 814.54421 040X41901 602.10960 0 .4594" 0.33568 09 0.40842 9.00000 810.32050 940. 9998 565 71039 0.19511 9.50000 783.20715 920.00457 011.00372 0.20246 0.16829 81 0.30288 92 10.00000 749.71234 912.07943 471.05017 0.14511 03 11.00000 729.54743 002 13490 416.71849 0.24521 0.11715 94 12.00000 746.92723 S00 44525 391.09021 0.21847 0O10437 13 00000 77 .14453 742.5S6SO 270.77777 0.19232 0. 0918 14 00000 772.86926 691.81775 346 $64292 0.16812 0OO8S031 961 323.34134 0.14725 0. 07034 11.00000 771.2053 660.2084 Page 8 of 10
~GEO.HBIP.02.08 Rev. 1 Attachment F TR1COOA.050 TR1COOA.050 TRICs 103105Dr DAY, TRAMJPORTZ 90070. 9060. 091p2002 12000 point. 0.005 dt p-o.t.r.C 1 0.01,000 0.0049:0 0.102 .0125 1.92022 1.000 2 0.01000 0..08 0.140479 4.0303 1.9217 1.05 I 0.02000 0:.01121 0.2703 6.1.0349 1.93221 1.00150 4 0.2.00 0. 02000 0.02310 7.54092 2.93200 1.00142 0 .03002.0 4321 .0410 9. 07 1.92303 1.00364 7 0.0..4000 20 6 ~~~~~~~~
~~~~~~~~ ~~~0.03500 0.05890 0.-07713 0.01159 1.07700 1.0133
.12.1571 1.93646 1.94009 1.00370 1.005S8
- 0.04200 0.09007 .1923 122.72877 1.4 :95000605 O 0.04400 0.09341 1.31535 13.32824 1.419 1006 10 0.04600 0.10214 1.270 12.533 1.94270 1.00694 11 0.04800 0.11127 1.50702 14.545 44 1.94379 2.00750 12 0.05000 012093 1.70137 10.18369 I.1.4531 1.0002$
13 0.050500 9.24:50 2.06489 14.73594 1.94936 1.0"1039 14 0.06000 0.17472 2.47303 19.29671 1:.95374 1.01246 10 0.600 0.20544 2.14600 18.8611I .1774 1.01473 26 .07000O 0.2398:4 23.29 21.431022 1.96190 2.01689 17 0.07500 02749 3.99840 23.02770 1.96674 1.01940 1s 0.08000 0.31340 4.610531 24.612793 1.97196 5.02210 19 0.085000 0.35508 .7992 26.447 1.9774 1.02515 20 9.00005 0.104 4.071 1.40 .87 .27 044600 21 6.09000 6.9041 29.502 1521 1.03265 22 0.10000 0.49719 7.67937 312315S 2:.00092 1.03706 23 0.11000 0.60'772 9.68070 34.7134S 2.036 1.047001 24 0.12000 0.73272 .2.08171' 38.26570 2.04739 1.06120 20 0.12000. .0.07493 15.07208 42.21745 2.08210 1.99 24 a.400 .03998 18.07724 46.674032 "2.1444 1.07 27 9.15000 1.24311 24.03569 5207121 2.22570 1.15362 28 9.16.000 1.543709 22.5973 40.311 2.24 1245 39 0.17000 1.0924 42.754941 73.84037 277627 1.62899 30 0.18000 2.21320 48.7006 -7.2520 .2.7079' 2.42001 33 0.19000 3.68168 57.84357 98.682141 2.09592 1.55294 33 0.2,00000 3.03277 96.950.11 M1.9837 3.06760 1.84920 23 8.2000 4.940 S7o35 1.7705 2.493229 1.806 24 8.24000 5.724 l132.1 389 414.949S1 4.220 .07 35 0 .28000 7.73943 174.07748 187.03191 4.424401 2.39911 26 0.29000 9227 17.8.4528 209.13120 4.70020 2.47771 27 9.000 9.9402 128.83415 208.30064 4.45907 2.31147 38 4.32000 11.64948 156.61542 228.73619 4.5261 2.28043 38 0.340 12.87240 277.45508 237.88139 4.49687 3.3208 40 0.26:000 14.15882 198.489352 2497.11004 4.41232 2.28700 41 0.38000 16.58481 232.113 7.58 .47 2.40640 42 0.40000 19.13123 269.4817 . 300.:51270 4.0174 2.500439 43 0.400 20.66246 287.24280 309.10965 4.72430 2.45287 64 0::.4400 22.101354 305.30123 311.7.005 4.62986 2.39974 4 0.46000o 25.39291 24978339 354.31573 4.94912 2.45655 46 0.48000 28.003 250.3343 1364.S2953 49918 2.-'044051 47 0.50000 30.04920 268779 38295 4.359 2.55824 48 0.55000 33.02441 329.9680 377.39419 4.40990 2.2.57 49 0.10000 41.929S63 629.82880 4239.19030 4.70928 2.4408 00 0.000 47.09302 425.0211 4760.05900 .50027 23.304 51 8.700 64 .214 0 5943143 07.80 5.'30499 2.794 52 0.75000 69.82121 490.47867 585.07926 5.01870 2.60124 55 0.900000 79.89876 023.893501 0251.5955 5.013562 2.01005 04 0.000 90.56577 598.31348 66.46007 , I.494.6707 55 :0.90000 1001.27127 060.39022 700.72427 5.008831 2.59017 9 0.5000 100.57973 650.0069 4660.22222 4.0012 2.33312 17 1.00000 106.02941 427.83563 664.20245 4.25087 2.21880.
Ss 1.20000 129.69901 770.50314 740.84357 4.33603 2.2474 St 1.20000 101.05949 701.03496 792.34Se 4.28744 2.20871 68 1.300 179.24180 909.49695 866.7597230 4.25237 2.202481 61 1400199 98 17.6400 804.07141L 4.1227 2.13911 42 1.00000 222.3224 10.013 932.7400 4.00757 2.07718 63 1.60000 236.78621 1016.87838 929.85724 3.74083 1.93884 44 1.70000 271.5084001050.66107 1003.77322 3.:93029 1.07990:
65 1.80000 209.08017 1012.69112 1010.85339 .13 0 I1.859 66 1.90009 302.54004 904.96503 1000.48263 3.39454 1.75945 67 2.00000 331.B8486 1081.47263 1042.59717 1.319082 1.74140 88 2.30000 314.24233 1227.91194 1011.71061 2.90522 1.53693 69 3.40000 0 354.01262 108S1.16340 928.80728 2.49949 1.29553 70 2.60000 420.63756011250.9521 1029.59998 2.51510 1.322509 71 3.00000 45.47056 1080.13259 1022.08472 2.35449 1.22037 72 .000 484.940701136.5705 I 010.60747 2.12102 1.13046 73 2.20000 543.79407 1185.51939 1067.74207 2.15161 1.11522 74 3.40000 5097.200871221.83093 1103.62453 2.053211 1.08432 70 3.60000 630.50939118.0 11 110139 1.97004 1.02111 76 5.00 6.11 1846711002.21124 1.84:397 0.96612 77 .000696.08240 1030.13318 2092.40369 .702 0.91232 77 4:.2000.0709.92 0.05 2051.14551 :.:14 9..8389 79 .00 7016617 1088.88391 1002.01797 1.41840 0.76110 g0 4.60000 712.69257 1098.10259 973.4739821.54164 0.70276 81 4.80000 7322.1473 1139.83643 959.3821 1.28'43 .445'70 62 0.00000 757.591717 1154.39111 052.02472 1.32418 0.63492 93 0.00000 752 .14922 1090.40247 655.25220 1.00701 0019 84 4.00000 721.31171 1004.53044 755.35390 0.81282 0.4"211 85 6.50000 7786050'4 03-0.0047 750.70050 0.74495 0.36612 86 7.00000 831.70.721 5 .1704 746.53864 0.45224 0.20900 67 7.50000 834.23053 041.4277 700. 5590 0.60923 031576 80 8.00000 934.q1002 901.12101 000.70271 0.52612 0.17769 09 8.50000 046.0812,4 782.48505 625.422811 0.48:,196 9 2.4981 00 9.00000 857.09431 773.02234 099.3089 04377 .2257 9 .005.:29047 759.76992 562.37183 0.30625 0.20124 92 1000 81.422 77.22549 514.060831 0.33790 0.7514 92 11.:000090 709.723779 7333.7552 43362.3895909.25226 0.1350 94 12.00000 78 1.25605 720.87701 40.0 50 0.22754 0.117943 95 13.00009 778.824 08.1170 270.42503 0.19223 0.10010 96 14.00000 7644.9817 4660.13440 343.3303 010397 0.08499 97 25.00000 720.19092 664.03400 324.23926 0.14070 0.0729 Page 9 of 10
GEO.HBLEP.02.08 Rev. 1 Attachment F TR3COOA.OSO ITICO OA.050 193C: H5L~tfLTr 8A7. TRANSPORTER1067f PG6E, 09/20O2 220 00 point. 0.005 40 p-t- ca."a t..d.sv.p-.v.a.a 1.0100 I 0.0032211 1 01.2002 31.2110 2.10142 1.14 2 0.150 .175 0.20657 4.92036 2.10084 1:.001441 3 a0.3000 0.02039 0.30923 6.56204 2.10145 1.00105 4 0.30200 0. 03265 0.57260 6.20627 2 .1024-1 1.00211 5 0.03000 a0.04697 6.802 .832804 2.10043 1"I0117 6 .035010 0.064012 1.07762 11.49273 2.10314 1.05240 7 0.400 0.0023 1.26790 12. 16203 2.101753 1.10045 8 0.04200 0.09247 1.54002 13.833O6 2.1929 1.0055 9 0.04400 0.10154 1.71315 14.50239 2.11108 1.00624 10 0.04600 01100 .102711I5.17215 2.11259 1.006904 21 0.0480 012202 2.05922 19.84338 2.11413 1.00770 22 0.05000 0.13146 2.23761 14.5199 2.11124 1.00370 12 0.055S00 0.15946 2.72516 18.222 2.12162 1.01124 14 0.00000 0.19007 3.25732 19.90434 2.12522 1.51290 15 0.00500 0.22351 2.04162 21.60511 2.12132 1.29 16 0.07000 0.25997 4.49400 23.33495 2.12168 1.079 17 0.07500 0 9.29317 5.0475 25.0:1,405 21411II 1.02017 18 0.0s0 0.34120 .0201I 2.7794 2I.2441 1.2200 18 0 :.0050 0.33629 .912223 20.5545 2.12245 1.0245 20 0.09050 0.441 7.65896 2.29 2150 1.032922 21 0050 :54650 2.12 272 3.56 2.16420 1.25 22 0.10000 052934 10.12604 23.325 16 2.17208 1.02579 22 011009 0.64345 12.65112 37.83627 2.20922 1.05297 24 012050 0.81244 16.27504 42.540046 22290 1.03241 25 0.12050 .56507 5.020 47752 1.25554 1.212252 2 0.5050 1.4492 2 .2201 41.4341 2.629221.52 26 .60 1.I .9804.24 5.187 3.500 1.44212 29 0.17000 2.4072429 6.24 2763 1708 30 0.10000 2.27710 91.58222 142920 3 4.06901 1.9402 21 0.19000 4.12944 105.77742 1361989609 4.63733 2.210402 22 0.20000 5. 27332 124.57804 105.666111 5.21636 2.52404 22 0.22000 6.42251 140.01397 182:.45487 0.358141 2.55291 34 0.24000 7.807091 172.04721 204 .4120 2414 2.07*3 25 0245 .63399 102.15425 205.076 5.15552 2.16 36 9.23000 1.4170 242.54694 261.23917 4.00263 2.04142 37 0.250005 12.75612 227.210667 267.20547 8.72525 2.72S32 36 3.2000 14.22229 211.77699 279.4306 8.4102 2.67542 23 .0.14000 15.47664 222.25214 264.00744 51.40949 2.57342 40 0.36000 17.25379 241.20605 201.22262 5.16230 2.50546 41 0.26000 19.26247 267.11529 218.49915 5.28422 2562 42 0.4a000 23.8321663204.08229 374.24039 6.01412 2.8660 43 0.42000 26.18402 2164.20906 291.712219 5.95913 2.85950 44 0.44000 28.462 7.422 .10.500 5.88788 2.3 87 450.000 322.40490 390.12~225 443.332137 4.1980 2.908420 46 ..
0.480 36.54526 414.18491 470.27766 .40627 2.05235 47 0.50000 41.11,006 447.5222 52.204 6.7120 2.92 1 4 06.55000 44.20909 461.69260 505.05026 5.09004 2.81643 49 0.60000 02.41775 529.82197 051.01170 3.11209 2.81751 50 0.65000 68.71213 $596.45607 664.20209 6.571 2.30 51 0.70000 62.76051 692.328033 791.78225 .1022 2.2927 52 0.73000 101.3070 3013402807307 7.20150 2.47076 52 0.60000 112.02896 S74.11542 814.11362 7.12396 3.3960 54 0.65000 114.52075, 070.29395 349.49 219 5.42420 3.06605 55 0.90000 119.13603 804.0205 0386.61224 5.955417 2.85:202 56 0.95000 120.09241 884.06707 860.4 1547 5.204 2.7079 57 1.00000 128.467100 300.2251 807 .1019 0.20066 2.47609 53 1'0.2000 23.24990 796.25513 722.13224 4.29647 2.0470 59 1.20000 119.20081 SWIMS40 729.61714 2.92210 1.96944 60 1.20000 155.474104 652.0400 751.474025 2.72602 1.77000 41 1.40000 270.a4 70229a 82.27272 2.63278 1.7:502 62 1.50000 206.15005 771.91772 642.521 2691 17.76255 42 1.60000 223.7220502.65 67.59760 2.271 I1.6636 64 1.705000 241.'70270 050.47163 939.2677 2.27941 1.6106 65 1.80000 260.44452 337.86041 309.12284 2.25171 1.5499 64 1.90000 278 .1099 9674.81964 919.68292 32.1724 1.48567 672.00000 299.22 2 1 114 912.109123 940.06223a 2.027201 1.44293 68 2.20000 3221.6124 880.69265 3138.51952 2.68478 2.27963 69 2.4000032.2 920998563 9223.991914 2.67Y954 2131837 70 2.60500 207.427581004.70172 326.26129 2.216519 1.10420 71 2.300424.2647105.7015 952.27216 2.1953 1.044128 72 2.00000 455.512621012.46202 94.23442 2.046 374 73 2.20000 517.620851092.5932626106.260 2.04692 0.97:56 74 2.40000 5541504107.0.647221024.0878 1.411I .912356 75 2.40000 50531140781042.878921012.934242 1.61215 0.866276 76 2.003 15.16260 090.540341017 .10277 1.72125 0.62048 77 4.00000 437.932821027.852021033.22057 1.6603 079310 78 4.20000 691.1241614.241 09627 1.566 0.409 79 4.40000 717.92561159 .429771025.20059 1.0420 0..71702 80 4.60000 722.325561173.00954 957.39756 1.28455 0.65994 81 4.30000 746.0866325174.04695 76.62402 1.312005 0.243 82 5.00 72.21221142.20154 371.67114 1.25252 3.5701 82 5.50000 765.272561047.76477a837.20744 1.05582 0.503229 64 6.00000 755.8772610232.6450 731.5526 0.847417 0.40294, 85 65007.11602 364.75006 712.52083 6.75712 0.2270 661 7.510500 759.-209149 328.984251 681.53608 02738 0.2992 87.000 7.00 2.23 5327277
- 29 0.564,00 0.20803 88 0.00000 795.72828 920.31042 64.3 7 0505 0.24114 39 0.50000a24.52727 340.25220 402.8978 .45962 0.21917 90 9.00000 320.29131 30.42013 560.43037 0.40641 0.19467 812 3.500007782.244123.44212 016.04822 0.25248 0.1643 4 92 10.00000 749.73222 92.274841 471.07132 0.20337& 0.1448 01 11.00005 729. 46047 962.1922 416.67209 0.24522 0. 11688 34 12.00000 746.74719 600.45667 290.39594 0.22349 0. 10412 95 12.00000 767. 184844742.50254 270.79720 0.19224 03.09166 94 24.00000 772.9151 690.84296 346.80248 0.10812 0.06012 37 15.00000 772.11700 640.227183222.42261 0.14728 0.07020 Page 10 of 10
GEO.HBIP.02.08 Rev. I Attachment G Attachment G DEFORMP Input and Output Excerpts (see Table 8-6 for listing of files)
Page 1 of 9
GEO.HBIP.02.08 Rev. 1 Attachment G TRlCSP.INP TRlCSP.DAT 5,12000,0.005,5,0.6,1.0 TRlCOO.QSC (8F10.6) 5,12000,0. 005,5,0.005,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.65,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.01,1.0 TRlCOO. QSC (8F10.6) 5,12000,0.005,5,0.7,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.015,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.75,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.02,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.8,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.03,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.85,1.0 TRlCOO. QSC (SF10.6) 5,12000,,0.005,5,0.04,1.0 TRICOO.QSC (8F10.6) 5,12000,0.005,5,0.9,1.0 TRlCOO.QSC (BF10.6) 5,12000,0.005,5,0.05,1.0 TRICOO.QSC (SF10.6) 5,12000,0.005,5,0.95,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.06,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,1.0,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.07,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,1.1,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.08,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,1.2,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.09,1.0 TRlCOO. QSC (SF10.6) 5,12000,0.005,5,1.3,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.10,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,1.4,1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.11,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,1.5,1.0 TRICOO.QSC (8F10.6) 5,12000,0.005,5,0.12,1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,1.6,1.0 TRlCOO.QSC (SF10.6) 5,12000r,0.005,5,0.13,1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.14,1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.15,1.0 (8F10.6)
TRlCOO.QSC 5,12000,0.005,5,0.2,1.0 (8F10.6)
TRlCOO.QSC 5,12000,0.005,5,0.3,1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.4,1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.5,1.0 (8F10.6)
TRlCOO.QSC 5,12000,0.005,5,0.55,1.0 (8F10.6)
TRlCOO.QSC Page 2 of 9
GEO.BBIP.02.08 Rev. I Attachment G TRICSP.DAT TI~CSP .DAT Surnary of Permanent deformation from Newmark's method Slip A.(g), Slip/Am=, Slip D.(ft), Anuc, Scaling F., f ile 0.00500 0.00279 0.6200E+03 1.79147 1.00000 TRICOO.QSC 0.01000 0.00558 0.5098E+03 1.79147 1.00000 TRlCOO.QSC 0.01500 0.00837 0.4005E+03 1.79147 1.00000 TRICOO.QSC 0.02000 0.01116 0.3075E+03 1.79147 1.00000 TRlCOO.QSC 0.03000 0.01675 0.2189E+03 1.79147 1.00000 TRlCOO.QSC 0.04000 0.02233 0.1751E+03 1.79147 1.00000 TR1COO.QSC 0.05000 0.02791 0.1473E+03 1.79147 1.00000 TRlCOO.QSC 0.06000 0.03349 0.1319E+03 1.79147 1.00000 TRlCOO.QSC 0.07000 0.03907 0.1186E+03 1.79147 1.00000 TRICOO. QSC 0.08000 0.04466 0.1068E+03 1.79147 1.00000 TR1COO. QSC 0.09000 0.05024 0.9580E+02 1.79147 1.00000 TRlCOO.QSC 0.10000 0.05582 0.8750E+02 1.79147 1.00000 TRlCOO. QSC 0.11000 0.06140 0.8165E+02 1.79147 1.00000 TRlCOD. QSC 0.12000 0.06698 0.7696E+02 1.79147 1.00000 TR1COO. QSC 0.13000 0.07257 0.7279E+02 1.79147 1.00000 TRlCOO. QSC 0.14000 0.07815 0.6895E+02 1.79147 i.00d00 TRlCOO.QSC 0.15000 0.08373 0.6530E+02 1.79147 1.00000 TRlCOO.QSC 0.20000 0.11164 0.5036E+02 1.79147 1.00000 TRlCOO.QSC 0.30000 0.16746 0.3266E+02 1.79147 1.00000 TRlCOO.QSC 0.40000 0.22328 0.2263E+02 1.79147 1.00000 TRlCOO.QSC 0.50000 0.27910 0.1525E+02 1.79147 1.00000 TRlCOO.QSC 0.55000 0.30701 0.1244E+02 1.79147 1.00000 TR1COO.QSC 0.60000 0.33492 0.1006E+02 1.79147 1.00000 TRiCOO.QSC 0.65000 0.36283 0.8081E+01 1.79147 1.00000 TRlCOO. QSC 0.70000 0.39074 0.6351E+01 1.79147 1.00000 TRlCOO.QSC 0.75000 0.41865 0.4835E+01 1.79147 1.00000 TR1COO. QSC 0.80000 0.44656 0.3525E+01 1.79147 1.00000 TR1COO.QSC 0.85000 0.47447 0.2460E+01 1.79147 1.00000 TRlCOO.QSC 0.90000 0.50238 0.1637E+01 1.79147 1.00000 TRlCOO.QSC 0.95000 0.53029 0.1148E+01 1.79147 1.00000 TRlCOO.QSC 1.00000 0.55820 0.9161E+00 1.79147 1.00000 TRlCOO.QSC 1.10000 0.61402 0.5999E+00 1.79147 1.00000 TRlCOO.QSC 1.20000 0.66984 0.3905E+00 1.79147 1.00000 TR1COO.QSC 1.30000 0.72566 0.2492E+00 1.79147 1.00000 TRlCOO. QSC 1.40000 0.78148 0.1507E+00 1.79147 1.00000 TRlCOO.QSC 1.50000 0.83730 0.8182E-01 1.79147 1.00000 TRICOO.QSC 1.60000 0.89312 0.3456E-01 1.79147 1.00000 TRlCOO.QSC Page 3 of 9
GEO.HBIP.02.08 Rev.1 Attachment G TRlCSN.INP TRlCSN.DAT 5,12000,0.005,5,0.6,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.005,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.65,-1.0 TRlICOO.QSC (SF10.6) 5,12000,0.005,5,0.01,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.7,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.015,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.75,-1.0 TRiC0O.QSC (8F10.6) 5,12000,0.005,5,0.02,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.8,-1.0 TRICOD.QSC (SF10.6) 5,12000,0.005,5,0.03,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.85,-1.0 TRlCOO.QSC (8Fl0.6) 5,12000,01005,5,0.,.04,-1.O TRlCOO.QSC (8F10.6) ~J 5,12000,0.005,5,0.9,-1.0 TRlCOO.QsC (SF10.6) 5,12000,0.005,5,0.05,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.95,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.06,-1.0 TRlCOO.QSC 8F10.6) 5,12000,0.005,5,1.0,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.07,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,1.1,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.08,-1.0 TRICOO.QSC (SF10.6) 5,12000,0.005,5,1.2,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.09,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,1.3,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.10,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,1.4,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.11,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,1.5,-1.0 TRlCOO.QSC (SF10.6) 5,12000,0.005,5,0.12,-1.0 TRICOO.QSC (8F10.6) 5,12000,0.005,5,1.6,-1.0 TRlCOO.QSC (8F10.6) 5,12000,0.005,5,0.13,-1.0 (8F10.6)
TRlCOO.QSC 5,12000,0.005,5,0.14,-1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.15,-1.0 (8F10-6)
TRlCOO.QSC 5,12000,0.005,5,0.2,-1.0 (8F10.6)
TRlCOO.QSC 5,12000,0.005,5,0.3,-1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.4,-1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.5,-1.0 (SF10.6)
TRlCOO.QSC 5,12000,0.005,5,0.55,-1.0 (8F10.6)
TRlCOO.QSC Page 4 of 9
GEO.HBIP.02.08 Rev.1 Attachment G TRlCSN.DAT TRlCSN.DAT Sutiiaxy of Permanent deformation from Newmark's method Slip A. (g), Slip/Amx, Slip D. (ft), Amx, Scaling F., file 0.00500 0.00269 0.3707E+03 1.8 5918I -1.00000 TRlC('0 QSC 0.01000 0.00538 0.2797E+03 1.8 59183 -1.00000 TRlC('O.QSC 0.01500 0.00807 0.2117E+03 1.8 59183 -1.00000 TRlCC'0.QSC 0.02000 0.01076 0.1782E+03 1.85918 3 -1.00000 TRlC('0.QSC 0.03000 0.01614 0.1470E+03 1.85918 3 -1.00000 TR1C()0.QSC 0.04000 0.02151 0.1291E+03 1.8!5918 -1.00000 TRlC0 0.QSC 0.05000 0. 02689 0.1149E+03 1.8.5918 -1.00000 TR1C000. QSC 0.06000 0. 03227 0.1020E+03 1.8 5918 -1.00000 TRlC0OO.QSC 0.07000 0. 03765 0.9181E+02 1.8 5918 -1.00000 TRlC(00. QSC 0.08000 0.04303 0.8407E+02 1.8'5918 -1.00000 TRlCC O.0 QSC 0.09000 0.04841 0.7690E+02 1.8!5918 -1.00000 TRlCC 1O. QSC 0.10000 0.05379 0.7076E+02 1.8&5918 -1.00000 TR1CC00.QSC 0.11000 0.05917 0.6597E+02 1.8!5918 -1.00000 TRlC0'0.QSC 0.12000 0.06454 0.6160E+02 1.8!5918 -1.00000 TRlCC00.QSC
-4 0.13000 0.06992 0.5794E+02 1.8!5918 -1.00000 TRlC000.QSC 0.14000 0.07530 0.5481E+02 1.8!5918 -1.00000 TR10CC 00.QSC 0.15000 0.08068 0.5182E+02 1.8!5918 -1.00000 TRICC I0. QSC 0.20000 0.10757 0.4080E+02 1.8!5918 -1.00000 TRlCcOO.QSC 0.30000 0.16136 0.2609E+02 1.8!5918 -1.00000 TRlCO00.QSC 0.40000 0.21515 0.1802E+02 1.8!5918 -1.00000 TRlCC00.QSC
- 0. 50000 0.26894 0.1258E+02 1.8!5918 -1.00000 TRlC0'0.QSC 0.55000 0.29583 0.1083E+02 1.8!5918 -1.00000 TR1CC00.QSC
- 0. 60000 0.32272 0.9380E+01 1.8!5918 -1.00000 TRlCO 0. QSC 0.65000 0.34962 0.8137E+01 1.855918 -1.00000 TRlCO 0. QSC 0.70000 0.37651 0.7061E+01 1.8!5918 -1.00000 TRlCO 0.QSC 0.75000 0.40340 0.6123E+01 1.8!5918 -1.00000 TRlCO 0. QSC 0.80000 0.43030 0.5294E+01 1.8!5918 -1.00000 TRlCO 0. QSC 0.85000 0.45719 0.4560E+01 1.8!5918 -1.00000 TRICO 0. QSC 0.90000 0.48409 0.3927E+01 1.8!5918 -1.00000 TRlCO 0.QSC 0.95000 0.51098 0.3378E+01 1.8!5918 -1.00000 TRlCO 0.QSC 1.00000 0.53787 0.2896E+01 1.8!5918 -1.00000 TRiCO 0. QSC 1.10000 0.59166 0.2103E+01 1.8!5918 -1.00000 TRICO 0.QSC 1.20000 0. 64545 0.1476E+01 1.8!5918 -1.00000 TRlCO 0.QSC 1.30000 0. 69923 0.9697E+00 1.8!5918 -1.00000 TRlCO 0.QSC 1.40000 0.75302 0.5675E+00 1.8!5918 -1.00000 TRICO O.QSC 1.50000 0. 80681 0.2660E+00 1.8!5918 -1.00000 TRICO O.QSC 1.60000 0.86060 0.1091E+00 1.8!5918 -1.00000 TRlCO 0. QSC Page 5 of 9
GEO.BIP.02.08 Rev. I Attachment G TR3CSP.INIP TR3CSP.DAT TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.6,1.0 5,12000,0.005,5,0.005,1.0 (8F10.6)
(WF10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.65,1.0 5,12000,0.005,5,0.01,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.7,1.0 5,12000,0.005,5,0.015,1.0 (8F10.6)
(SF10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.75,1.0 5,12000,0.005,5,0.02,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.8,1.0 5,12000,0.005,5,0.03,1.0 (SF10.6)
(SF10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.85,1.0 5,12000,0.005,5,0.04,1.0 (SF10.6) 6.' r (8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.9,1.0 5,12000,0.005,5,0.05,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,0.95,1.0 5,12000,0.005,5,0.06,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.0,1.0 5,12000,0.005,5,0.07,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.1,1.0 5,12000,0.005,5,0.08,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.2,1.0 5,12000,0.005,5,0.09,1.0 (SF10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.3,1.0 5,12000,0.005,5,0.10,1.0 (8F10.6)
(8F10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.4,1.0 5,12000,0.005,5,0.11,1.0 (SF10.6)
(SF10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.5,1.0 5,12000,0.005,5,0.12,1.0 (BF10.6)
(SF10.6) TR3COO.QSC TR3COO.QSC 5,12000,0.005,5,1.6,1.0 5,12000,0.005,5,0.13,1.0 (SF10.6)
(SF20.6)
TR3COO.QSC 5,12000,0.005,5,0.14,1.0 (8F10.6)
TR3COO.QSC 5,12000,0.005,5,0.15,1.0 (8F10.6)
TR3COO.QSC 5,12000,0.005,5,0.2,1.0 (8F20.6)
TR3COO.QSC 5,12000,0.005,5,0.3,1.0 (SF10.6)
TR3COO.QSC 5,12000,0.005,5,0.4,1.0 (SF10.6)
TR3COO.QSC 5,12000,0.005,5,0.5,1.0 (8F10.6)
TR3COO.QSC 5,12000,0.005,5,0.55,1.0 (SF10.6)
Page 6 of 9
GEO.HBIP.02.08 Rev. l Attachment G TR3CSP.DAT TR3CSP.DAT Summary of Permanent deformation from Newmark's method Slip A.(g), Slip/Amx, Slip D.(ft), Amx, Scaling F., file 0.00500 0.00244 0.6056E+03 2.05140 1.00000 TR3COO.QSC 0.01000 0.00487 0.4913E+03 2.05140 2.00000 TR3COO.QSC 0.01500 0.00731 0.3784E+03.: 2.05140 1.00000 TR3COO.QSC 0.02000 0.00975 0.2989E+03 2.05140 1.00000 TR3COO.QSC 0.03000 0.01462 0.2196E+03 2.05140 1.00000 TR3COO.QSC 0.04000 0.01950 0.1887E+03 2.05140 1.00000 TR3COO.QSC 0.05000 0.02437 0.1635E+03 2.05140 1.00000 TR3COO.QSC 0.06000 0.02925 0.1423E+03 2.05140 1.00000 TR3COO.QSC 0.07000 0.03412 0.1268E+03 2.05140 1.00000 TR3COO.QSC 0.08000 0.03900 0.1177E+03 2.05140 1.00000 TR3COO.QSC 0.09000 0.04387 0.11O1E+03 2.05140 1.00000 TR3COO.QSC 0.10000 0.04875 0.1033E+03 2.05140 1.00000 TR3COO.QSC 0.11000 0.05362 0.9717E+02 2.05140 1.00000 TR3COO.QSC 0.12000 0.05850 0.9179E+02 2.05140 1.00000 TR3COO.QSC 0.13000 0.06337 0.8673E+02 2.05140 1.00000 TR3COO.QSC 0.14000 0.06825 0.8196E+02 2.05140 1.00000 TR3COO.QSC 0.15000 0.07312 0.7745E+02 2.05140 1.00000 TR3COO.QSC 0.20000 0.09749 0.6290E+02 2.05140 1.00000 TR3COO.QSC 0.30000 0.14624 0.4371E+02 2.05140 1.00000 TR3COO.QSC 0.40000 0.19499 0.3154E+02 2.05140 1.00000 TR3COO.QSC 0.50000 0.24374 0.2365E+02 2.05140 1.00000 TR3COO.QSC 0.55000 0.26811 0.2052E+02 2.05140 1.00000 TR3COO.QSC 0.60000 0.29248 0.1786E+02 2.05140 1.00000 TR3COO.QSC 0.65000 0.31686 0.1554E+02 2.05140 1.00000 TR3COO.QSC 0.70000 0.34123 0.1349E+02 2.05140 1.00000 TR3COO.QSC 0.75000 0.36560 0.1167E+02 2.05140 1.00000 TR3COO.QSC 0.80000 0.38998 0.1012E+02 2.05140 1.00000 TR3COO.QSC 0.85000 0.41435 0.8744E+01 2.05140 1.00000 TR3COO.QSC 0.90000 0.43873 0.7502E+01 2.05140 1.00000 TR3COO.QSC 0.95000 0.46310 0.6421E+01 2.05140 1.00000 TR3COO.QSC 1.00000 0.48747 0.5503E+01 2.05140 1.00000 TR3COO.QSC 1.10000 0.53622 0.3919E+01 2.05140 1.00000 TR3COO.QSC 1.20000 0.58497 0.2571E+01 2.05140 1.00000 TR3COO.QSC 1.30000 0.63371 0.1428E+0l 2.05140 1.00000 TR3COO.QSC 1.40000 0.68246 0.7135E+00 2.05140 1.00000 TR3COO.QSC 1.50000 0.73121 0.4227E+00 2.05140 1.00000 rR3COO.QSC 1.60000 0.77996 0.2453E+00 2.05140 1.00000 TR3COO.QSC Page 7 of 9
GEO.HBIP.02.08 Rev. 1 Attachment G TR3CSN.INP TR3CSN.DAT 5,12000,0.005,5,0.6,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.005,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.65,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.01,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.7,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.015,-1.0 TR3COO.QSC (SF10.6) 5,12000,0.005,5,0.75,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.02,-1.0 TR3COO.QSC (1F10.6) 5,12000,0.005,5,0.8,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.03,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.85,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.04,-1.0 TR3COO.QSC (SF10.6) 5,12000,0.005,5,0.9,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.05,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.95,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.06,-1.0 TR3COO .QSC (SF10.6) 5,12000,0.005,5,1.0,-1.0 TR3C00. QSC (SF10.6) 5,12000,0.005,5,0.07,-1.0 TR3COO QSC (SF10.6) 5,12000,0.005,5,1.1,-1.0 TR3COO. QSC (SF10.6) 5,12000,0.005,5,0.08,-1.0 TR3COO.QSC (BF10.6) 5,12000,0.005,5,1.2,-1.0 TR3COO. QSC (8F10.6) 5,12000,0.005,5,0.09,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,1.3,-1.0 TR3COO.QSC (SF10.6) 5,12000,0.005,5,0.10,-1.0 TR3COO.QSC (SF10.6) 5,12000,0.005,5,1.4,-1.0 TR3COO.QSC (SF10.6) 5,12000,0.005,5,0.11,-1.0 TR3COO. QSC (1F10.6) 5,12000,0.005,5,1.5,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.12,-1.0 TR3COO.QSC (SF10.6) 5,12000,0.005,5,1.6,-1.0 TR3COO.QSC (8F10.6) 5,12000,0.005,5,0.13,-1.0 (SF10.6)
TR3COO.QSC 5,12000,0.005,5,0.14,-1.0 (8F10.6)
TR3COO.QSC 5,12000,0.005,5,0.15,-1.0 (1F10.6)
TR3COO.QSC 5,12000,0.005,5,0.2,-1.0 (8F10.6)
TR3COO.QSC 5,12000,0.005,5,0.3,-1.0 (SF10.6)
TR3COO.QSC 5,12000,0.005,5,0.4,-1.0 (8F10.6)
TR3COO.QSC 5,12000,0.005,5,0.5,-1.0 (SF10.6)
TR3COO.QSC 5,12000,0.005,5,0.55,-1.0 (8F10.6)
TR3C00 .QSC Page 8 of 9
GEO.HBIP.02.08 Rev. 1 Attachment G TR3CSN.DAT TR3CSN. DAT Summary of Permanent deformation from Newmark's method Slip A. (gL Slip/Amx, Slip D. (ft), Amx, Scaling F., file 0.00500 0.00280 0.4412E+03 1.7 8684I -1.00000 TR3CC 1O.QSC 0.01000 0.00560 0.3272E+03 .1.7 86844 -1.00000 TR3CC'O.QSC 0.01500 0.00839 0.2510E+03 1.7 86844 -1.00000 TR3CCO0.QSC 0.02000 0.01119 0.2221E+03 1.7;86894 -1.00000 TR3CCOO.QSC 0.03000 0.01679 0.1806E+03 1.7:B6844 -1.00000 TR3CC 0. QSC 0.04000 0.02239 0.1531E+03 1.7 86894 -1.00000 TR3CCIO.QSC 0.05000 0.02798 0.1332E+03 1.7136841 -1.00000 TR3CCO0.QSC 0.06000 0.03358 0.1182E+03 1.7136844 -1.00000 TR3CO 'O. QSC 0.07000 0.03918 0.1068E+03 1.71B6844 -1.00000 TR3CCO0.QSC 0.08000 0.04477 0.9628E+02 1.7136841 -1.00000 TR3CCO0.QSC 0.09000 0.05037 0.8719E+02 1.7136844 -1.00000 TR3CC 'O.QSC 0.10000 0.05596 0.7874E+02 1.713684I -1.00000 TR3CO 0. QSC 0.11000 0.06156 0.7172E+02 1.7136844 -1.00000 TR3CO 0. QSC 0.12000 0.06716 0.6577E+02 1.7136841 -1.00000 TR3CO 0.QSC 0.13000 0.07275 0.6155E+02 1.71 3684I -1.00000 TR3CO O.QSC 0.14000 0.07835 0.5773E+02 1.71 3684 -1.00000 TR3CO O.QSC 0.15000 0.08395 0.5431E+02 1.713684 4 -1.00000 TR3CO 0.QSC 0.20000 0.11193 0.4094E+02 1.713684 I -1.00000 TR3CO 0.QSC 0.30000 0.16789 0.2282E+02 1.713684 -1.00000 TR3CO 0. QSC 0.40000 0.22386 0.1422E+02 1.7E 3684 -1.00000 TR3CO 0. QSC 0.50000 0.27982 0.9188E+01 1.713684 -1.00000 TR3CO 0. QSC 0.55000 0.30781 0.7570E+01 1.71 3684 -1.00000 TR3CO 0D.QSC 0.60000 0.33579 0.6290E+01 1.713684 -1.00000 TR3CO 0.QSC 0.65000 0.36377 0.5227E+01 1.71 3684 -1.00000 TR3CO 0.QSC 0.70000 0.39175 0.4352E+01 1.71'684 -1.00000 TR3CO 0. QSC 0.75000 0.41974 0.3624E+01 1.788684 -1.00000 TR3CO 0.QSC 0.80000 0.44772 0.3011E+01 1.7E8684 -1.00000 TR3CO 0.QSC 0.85000 0.47570 0.2494E+01 1.788684 -1.00000 TR3CO 0O.QSC 0.90000 0.50368 0.2059E+01 1.7E8684 -1.00000 TR3CO 0.QSC 0.95000 0.53167 0.1691E+01 1.7B8684 -1.00000 TR3CO 0.QSC 1.00000 0.55965 0.1384E+01 1.711684 -1.00000 TR3COl0.QSC 1.10000 0.61561 0.9073E+00 1.7E1684 -1.00000 TR3CO D0.QSC 1.20000 0.67158 0.5545E+00 1.711684 -1.00000 TR3COIO. QSC 1.30000 0.72754 0.3005E+00 1.781684 -1.00000 TR3COI)O.QSC 1.40000 0.78351 0.1529E+00 1.711684 -1.00000 TR3CO( )O.QSC 1.50000 0.83947 0.6954E-01 1.71 1684 -1.00000 TR3COlO.QSC 1.60000 0.89544 0.2191E-01 1.781684 -1.00000 TR3CO03.QSC Page 9 of 9
GEO.HBIP.02.08 Rev. I Attachment H Attachment H CD-Rom Table ofContents.
Table of Con~tents Page 1 of 5
GEO.BBIP.02.08 Rev. I Attachment H Table of Contents.txt file GEO.HBIP.02.08 Rev. 1 07/18/03 All files listed are ASCII files that can be read by any text file such as Notepad.
Directory UTEXAS4_files:
Section C-C' transport3.txt transport3.out transport3(dyn).txt transport3(dyn).out
- .txt files are input files. *.out are output files. (dyn) files are used to determine (dynamic) yield acceleration for each section.
Directory EXCEL_files:
For use in DEFORMP analyses:
Section C-C' Set 1 setlrot.xls slcc.prn Set 2 set2rot.xls s2cc.prn Set 3 set3rot.xls s3cc.prn Set 4 set4rot.xls s4cc.prn
- .xls files are spreadsheet files. *.prn files are rotated motions output from the spreadsheets.
For use in SHAKE analyses:
Section C-C' SET 1 SETIFP.ACC SETiFNFLINGBC.ACC SETIROT.XLS S1CC.AC8 SET 3 SET3_FP.ACC SET3_FN_FLINGBC.ACC SZT3ROT.XLS S3CC.AC8
- .ACC files are input components of ground motion from time history calculations. *.AC8 files are rotated surface motions used in SHAKE analyses.
Directory SHAKEfiles:
Section C-C' SET 1 Page 2 of 5
GEO.HBIP.02.08 Rev.1 Attachment H TR1C.INP SlCC.AC8 TRCI. INP TR1C.OUT TRlC.PUN TRlCI .OUT TRlCI. PUN SET 3 TR3C.INP S3CC.AC8 TR3CI.INP TR3C.OUT TR3C.PUN TR3CI.OUT TR3CI.PUN
- .1N files are input files. *.OUT files are output files. *.PUN files are rotated outcrop motion files for use in QUAD4MU analyses.
Directory QU.AD4MU files:
Section C-C' SET 1 TR1C.Q41 TRiCI.025 HEBSOILNW.DAT TRlC.Q40 TRlCOO.QSC TRlCOO.Q4A TRlCOl.Q4A TRlC02.Q4A TRlCO3.Q4A TRlCO4.Q4A TRICO5.Q4A TR1CO6.Q4A SET 3 TR3C.Q41 TR3CI.025 HBSOILNW.DAT TR3C.Q40 TR3COO.QSC TR3COO.Q4A TR3COl.Q4A TR3CO2.Q4A TR3CO3.Q4A TR3CO4.Q4A TR3CO5.Q4A TR3C06.Q4A Page 3 of 5
GEO.HBIP.02.08 Rev. I Attachment H
- .011 files are rotated outcrop motions from SHAKE analyses.
EBSOILNW.DAT is input dynamic soil properties file. *.Q40 files are output files. *.QSC files are seismic coefficient files. *.Q4A files are nodal response time history files.
Directory SPECTRAD_files:
Section C-C' SET 1 SPECTRA1.INP SPECTRA2.INP SPECTRA3.INP SZCC.050 TRlC00A. 050 TRlCO1A.050 SET 3 SPECTRAl. fin SPECTRA2.INP SPECTRA3.INP S3CC.050 TR3COOA.050 TR3COlA.050 S*.050 files are spectra of rotated surface motion. PD*.050 files are spectra of nodes.
Directory DEFORMP_files:
From QUAD4MU output:
Section-C-C' SET 1 TRICSP.INP TRlCSN.INP TRlCSP.DAT TR1CSN.DAT SET 3 TR3CSP. INP TR3CSN.INP TR3CSP.DAT TR3CSN.DAT
- .QSC files are seismic coefficient input files from QUAD4MU output.
- .DAT files are output displacement files.
Directly from EXCEL output:
SECTION C-C' Page 4 of 5
GEO.IBEP.02.08 Rev. 1 Attachment H
(* .inp) s lcp slcn s2cp s2cn s3cp s3cn s4cp s4cn
- .inp files are input files from EXCEL.
(*.dat files) slcp s2cp s2cn s3cp s3cn s4cp s4cn
- .dat files are output displacement files.
Page 5 of 5
Page 1 of 2 Verification of GEO.HBIP.02.08, Rev 1 PACIFIC GAS AND ELECTRIC COMPANY Calc Number: GEO.HBIP.02.08 GEOSCIENCES DEPARTMENT Calc Revision: 1 CALCULATION DOCUMENT Calc Date: 7/18/03 Calc Preparer: Z. -L. Wang!
C. C. chin ITR Verification Method: A ITR lFgr7 T Nu kdidi (name)
ITR.: A:( GC24 ) 7/8/a?
(signature/date)
ITR:
(name)
ITR:
(signature/date)
- 1. INTRODUCTION As required by Geosciences Department Level Administrative Procedure CF3-GEl, Revision A for Quality Related Calculations, I have performed an independent technical review of Revision 1 of the above listed calculation. I have performed a step-by-step check of the calculation (Verification Method A). This ITR report is structured with similar section headings as those in the calculation. All issues raised with the preparers of this calculation have been addressed and resolved.
- 2. CALCULATION PURPOSE The purpose of the calculation in this Revision 1 is to repeat the dynamic response analyses performed in Revision 0, using an updated version (QUAD4MU) of the dynamic finite element program QUAD4M, and to update the estimated earthquake-induced deformations. I have verified that the purpose for performing the additional analyses is clearly stated.
- 3. CALCULATION ASSUMPTIONS Except for minor editorial changes, no other changes were made to this section.
- 4. CALCULATION INPUTS No changes have been made to this section from the previous revision.
- 5. CALCULATION METHODOLOGY AND EQUATION
SUMMARY
Except for minor editorial changes, no other changes were made to the methodology as described in this section in Revision 0. I have verified that the reference made to the original program QUAD4M, was changed to the updated (modified) version, QUAD4MU.
I:\Project\5000s\51 17.01 5\GEO.HBIP.02.08\GEO.HIBIP.02.08_RV-1_ITR.doc
Page 2 of 2 Verification of GEO.HBIP.02.08, Rev 1
- 6. CALCULATION SOFTWARE The reference to the program QUAD4M has been changed to QUAD4MU (the updated version of the program). I have checked and verified that the updated program QUAD4MU has been documented and verified in Calculation GEO.DCPP.01.34. No other changes were made to this section in this revision.
- 7. CALCULATION BODY Except for minor edits, no changes were made to Steps I though 6 of this section. In step 7, reference to the program QUAD4M has been changed to QUAD4MU.
Step 8 describes the repeat of the dynamic finite element analyses to compute the seismic coefficient time-histories for potential sliding masses along the transport route to the ISFSI site.
I have checked and verified the input files for the QUAD4MU analyses. I have verified that the output outcrop time histories from the SHAKE runs were correctly used as input at the base of the finite element model in QUAD4MU. I verified that the seismic coefficient time history outputs from QUAD4MU were correctly plotted by comparing the peak values from the output files with the plots shown on Figures 8-5 and 8-6.
I have verified that the seismic coefficient time histories from the output of QUAD4MU were correctly used as input to the DEFORMP displacement program. I have compared and verified that the peak values of the seismic coefficient time histories printed in the output files of QUAD4MIU, are the same as those presented on the displacement plots in Figures 8-9 and 8-10.
- 8. CALCULATION RESULTS AND CONCLUSIONS I have reviewed the results in this revision of the calculation and found them reasonable and consistent with the stated purpose and conclusions. The range of revised maximum earthquake-induced displacement for the potential sliding mass (along the critical section if the transporter route) of 9.0 ft is consistent with and slightly lower than the 10.5 ft computed in Revision 0 of this calculation.
- 9. CALCULATION LIMITATIONS I have reviewed and verified that the stated limitations are appropriate.
- 10. CALCULATION IMPACT EVALUATION I concur with the stated impact of the results of the calculation.
- 11. CALCULATION REFERENCES Except for the updated reference to the QUAD4MU program, no changes were made to this section in this revision.
- 12. CALCULATION ATTACHMENTS Attachments A, B, C and D remain unchanged from Revision 0. I have verified that the listed files and the printed excerpts of the input and output files in Attachments E, F and G, are accurate and sufficient to reproduce the analyses and calculations included in the CD. In addition, I have checked and verified that copies of the CD's are readable and each contains a "Read Me" file that describes its contents.
lA\Project\.5000s\511l7.01.5\GEO.HBIP.02.08\GEO.HBIP.02.08_RV-1_ITR-doc