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Part 19 of 22, Diablo Canyon Independent Spent Fuel Storage Installation, Submittal of Non-Proprietary Calculation Packages, Attachment 7.2 to Calculation 52.27.100.732, Revision 0, Book 7 of 8
	ML020290362
Person / Time
Site:	Diablo Canyon
Issue date:	12/21/2001
From:	Womack L F; Pacific Gas & Electric Co
To:	; Document Control Desk, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
	+sispmjr200505, -nr, -RFPFR, DIL-01-004 52.27.100.732, Rev 0
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{{#Wiki_filter:NON-PROPRIETARY CALCULATIONS Book 7 of 8 Attachments to PG&E Letter DIL-01-004 Dated December 21, 2001 69-20132 03/07/01 NUCLEAR POWER GENERATION CF3.ID4 ATTACHMENT

7.2 Index

No. 402 Binder No.TITLE: CALCULATION COVER SHEET Unit(s): 1 & 2 File No.: 52.27 Responsible Group: Civil Calculation No.: 52.27.100.732 No. of Pages 3 pages + Index (4 pages) + 2 Design Calculation YES [x] NO [ ] Attachments (169 pages) System No. 42C Quality Classification Q (Safety-Related) Structure, System or Component: Independent Spent Fuel Storage Facility

Subject:

Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site (GEO.DCPP.01.22, Rev. 1) Electronic calculation YES [ ] NO [x] Computer Model Computer ID Program Location Date of Last Change Registered Engineer Stamp: Complete A or B A. Insert PE Stamp or Seal Below B. Insert stamp directing to the PE stamp or seal REGISTERED ENGINEERS' STAMPS AND EXPIRATION DATES ARE SHOWN ON DWG 063618 Expiration Date: NOTE 1: Update DCI promptly after approval. NOTE 2: Forward electronic calculation file to CCTG for uploading to EDMS.1 Page I of 3 69-2013ý ,,3/07/01 C CF3.ID4 ATTACHMENT

7.2 TITLE

CALCULATION COVER SHEET CALC No. 52.27.100.732, RO RECORD OF REVISIONS Rev Status Reason for Revision Prepared LBIE LBIE Check LBIE Checked Supervisor Registered No. By: Screen Method* Approval Engineer Remarks Initials/ Yes/ Yes/ PSRC PSRC Initials/ Initials/ Signature/ LAN ID/ No/ No/ Mtg. Mtg. LAN ID/ LAN ID/ LAN ID/ Date NA NA No. Date Date Date Date 0 F Acceptance of Geosciences Calc. AFT2 ] ] Yes [ ] Yes [ ] A N/A N/A N/A -2/9 No. GEO.DCPP.01.22, Rev. 0. A, [ ] No [ ] No [ ] B Cale. supports current edition of A-1 ] No/[ o [ ] 10CFR72 DCPP License x NA x NA x I C Application to be reviewed by NRC prior to implementation. Prepared per CF3.ID17. [ ]Yes [ ]Yes [ ]A []No []No []B [ NA [ ]NA [ ]C [ ]Yes [ ]Yes [ ]A []No []No [lB A ]NA p CNA P C *Check Method: A: Detailed Check, B: Alternate Method (note added pages), C: Critical Point Check 2 Page 3 Pacific Gas and Electric Company Engineering -Calculation Sheet Project: Diablo Canyon Unit ( )1 ( )2 (x) 1&2 SUBJECT Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site MADE BY A. Tafoya K1 DATE 12/15/01 CHECKED BY 69-392(10/92) Engineering CALC. NO. 52.27.100.732 REV. NO. 0 SHEET NO. 3 of 3 N/A DATE Table of Contents: Item Type 1 Index 2 Attachment A 3 Attachment B Title Cross-Index (For Information Only) Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site DIPS User's Guide Page Numbers 1-4 1 -79 1 -90 3 Pacific Gas and Electric Company Engineering -Calculation Sheet Project: Diablo Canyon Unit ( )1 ( ) 2 (x) 1&2 SUBJECT Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site '-.- MADE BY A. Tafoya 1 DATE 12/15/01 CHECKED 69-392(10/92) Engineering CALC. NO. 52.27.100.732 REV. NO. 0 SHEET NO. 1-1 of 4 BY N/A DATE 1- This table cross references between Geosciences calculation numbers and DCPP (Civil Group's) calculation numbers. This section is For Information Only. Cross-Index (For Information Only) Item Geosciences Title PG&E Calc. Comments No. Calc. No. No. 1 GEO.DCPP.01.01 Development of Young's 52.27.100.711 Modulus and Poisson's Ratios for DCPP ISFSI Based on Field Data 2 GEO.DCPP.01.02 Determination of 52.27.100.712 Probabilistically Reduced Peak Bedrock Accelerations for DCPP ISFSI Transporter Analyses 3 GEO. DCPP.01.03 Development of Allowable 52.27.100.713 Bearing Capacity for DCPP ISFSI Pad and CTF Stability Analyses 4 GEO.DCPP.01.04 Methodology for 52.27.100.714 Determining Sliding Resistance Along Base of DCPP ISFSI Pads 5 GEO.DCPP.01.05 Determination of 52.27.100.715 Pseudostatic Acceleration Coefficient for Use in DCPP ISFSI Cutslope Stability Analyses 6 GEO.DCPP.01.06 Development of Lateral 52.27.100.716 Bearing Capacity for DCPP CTF Stability Analyses 7 GEO.DCPP.01.07 Development of Coefficient 52.27.100.717 of Subgrade Reaction for DCPP ISFSI Pad Stability Checks 8 GEO.DCPP.01.08 Determination of Rock 52.27.100.718 Anchor Design Parameters for DCPP ISFSI Cutslope 9 GEO.DCPP.01.09 Determination of 52.27.100.719 Calculation to be Applicability of Rock Elastic replaced by letter 1 Pacific Gas and Electric Company Engineering -Calculation Sheet "Project: Diablo Canyon Unit ( )1 ( ) 2 (x) 1&2 SUBJECT Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site.--<" MADE BY A. Tafoya K DATE 12/15/01 CHECKED BY N/A DATE Cross-Index (For Information Only)Item Geosciences Title PG&E Calc. Comments No. Calc. No. No. Applicability of Rock Elastic replaced by letter Stress-Strain Values to Calculated Strains Under DCPP ISFSI Pad 10 GEO.DCPP.01.10 Determination of SSER 34 52.27.100.720 Long Period Spectral Values 11 GEO.DCPP.01.11 Development of ISFSI 52.27.100.721 Spectra 12 GEO.DCPP.01.12 Development of Fling 52.27.100.722 Model for Diablo Canyon ISFSI 13 GEO.DCPP.01.13 Development of Spectrum 52.27.100.723 Compatible Time Histories 14 GEO.DCPP.01.14 Development of Time 52.27.100.724 Histories with Fling 15 GEO.DCPP.01.15 Development of Young's 52.27.100.725 Modulus and Poisson's Ratio Values for DCPP ISFSI Based on Laboratory Data 16 GEO.DCPP.01.16 Development of Strength 52.27.100.726 Envelopes for Non-jointed Rock at DCPP ISFSI Based on Laboratory Data 17 GEO.DCPP.01.17 Determination of Mean and 52.27.100.727 Standard Deviation of Unconfined Compression Strengths for Hard Rock at DCPP ISFSI Based on Laboratory Tests 18 GEO.DCPP.01.18 Determination of Basic 52.27.100.728 Friction Angle Along Rock Discontinuities at DCPP ISFSI Based on Laboratory 2 69-392(10/92) Engineering CALC. NO. 52.27.100.732 REV. NO. 0 SHEET NO. 1-2 of 4 !I Pacific Gas and Electric Company Engineering -Calculation Sheet Project: Diablo Canyon Unit ( )1 ( ) 2 (x) 1&2 SUBJECT Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site MADE BY A. Tafoya k DATE 12/15/01 CHECKED BY N/A 69-392(10/92) Engineering CALC. NO. 52.27.100.732 REV. NO. 0 SHEET NO. 1-3 of 4 DATE Cross-Index (For Information Only) Item Geosciences Title PG&E CaIc. Comments No. Calc. No. No. Hoek-Brown Equations 20 GEO.DCPP.01.20 Development of Strength 52.27.100.730 Envelopes for Shallow Discontinuities at DCPP ISFSI Using Barton Equations 21 GEO.DCPP.01.21 Analysis of Bedrock 52.27.100.731 Stratigraphy and Geologic Structure at the DCPP ISFSI Site 22 GEO.DCPP.01.22 Kinematic Stability Analysis 52.27.100.732 for Cutslopes at DCPP ISFSI Site 23 GEO.DCPP.01.23 Pseudostatic Wedge 52.27.100.733 Analyses of DCPP ISFSI Cutslopes (SWEDGE Analysis) 24 GEO.DCPP.01.24 Stability and Yield 52.27.100.734 Acceleration Analysis of Cross-Section I-I' 25 GEO.DCPP.01.25 Determination of Seismic 52.27.100.735 Coefficient Time Histories for Potential Siding Masses Along Cut Slope Behind ISFSI Pad 26 GEO.DCPP.01.26 Determination of 52.27.100.736 Earthquake-Induced Displacements of Potential Sliding Masses on ISFSI Slope 27 GEO.DCPP.01.27 Cold Machine Shop 52.27.100.737 Retaining Wall Stability 28 GEO.DCPP.01.28 Stability and Yield 52.27.100.738 Acceleration Analysis of Potential Sliding Masses Along DCPP ISFSI Transport Route 3 Pacific Gas and Electric Company Engineering -Calculation Sheet Project: Diablo Canyon Unit ( )1 ( )2 (x) 1&2 69-392(10/92) Engineering CALC. NO. 52.27.100.732 REV. NO. 0 SHEET NO. 1-4 of 4 SUBJECT Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site A. Tafoya 0 DATE 12/15/01 CHECKED BY N/A DATE Cross-Index (For Information Only) Item Geosciences Title PG&E Calc. Comments No. Cale. No. No. Retaining Wall Stability 28 GEO.DCPP.01.28 Stability and Yield 52.27.100.738 Acceleration Analysis of Potential Sliding Masses Along DCPP ISFSI Transport Route 29 GEO.DCPP.01.29 Determination of Seismic 52.27.100.739 Coefficient Time Histories for Potential Sliding Masses on DCPP ISFSI Transport Route 30 GEO.DCPP.01.30 Determination of Potential 52.27.100.740 Earthquake-Induced Displacements of Potential Sliding Masses Along DCPP ISFSI Transport Route 31 GEO.DCPP.01.31 Development of Strength 52.27.100.741 Envelopes for Clay Beds at DCPP ISFSI 32 GEO.DCPP.01.32 Verification of Computer 52.27.100.742 Program SPCTLR.EXE 33 GEO.DCPP.01.33 Verification of Program 52.27.100.743 UTEXAS3 34 GEO.DCPP.01.34 Verification of Computer 52.27.100.744 Code -QUAD4M 35 GEO.DCPP.01.35 Verification of Computer 52.27.100.745 Program DEFORMP 36 GEO.DCPP.01.36 Reserved 52.27.100.746 37 GEO.DCPP.01.37 Development of Freefield 52.27.100.747 Ground Motion Storage Cask Spectra and Time Histories for the Used Fuel Storage Project 4 MADE BY Calculation 52.27.100.732, Rev. 0, Attachment A, Page t of Mc. 15. 2001 4: UOH-i r- ) FROM : Cluf -San Francisco PHONE NO. : 415 564 6697 ,.----- NO.089 P.2/5 PG&E Geoscleracs Department Departmental Calculation Procedure Title: Calcuration Cover Sheet PACIFIC GAS AND ELECTRIC COMPANY GEOSCIENCES DEPARTMENT CALCULATION DOCUMENT Page: 1 of 1 Calc Number, GEO.DCPP.01,22 Revislon: I Date: December 14, 2001 No. of Cale Pages- 167 Verification Method: A No. of Verlflcatlon Pagee; 3 TITLE Kinematlo Stabilli Analysia for Cutalopes at DCPP ISFSI Site PREPARED BY VERIFIED BY APPROVED BY 9L.=,-- DATE Charles M. Brankmern Jeff Baohhuber Printed Name DATE Scott C. LUndvall Printed Name -cý- DATE Lloyd S. Cluff Printed Name 12/14/01 William Lettls & Aasoclatm, Inc. Organization Wl~lem Latfi & Assoc~latse, Inc. Organization PG&E Geoeoienoes Organization" No, E67 t l olllelil GEO.DCP,01.22 Rev. I Dcccmbcr 14, 2001 Paso 1 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _L of 79 PG&E Geosciences Department Departmental Calculation Procedure Title: Calculation Cover Sheet PACIFIC GAS AND ELECTRIC COMPANY GEOSCIENCES DEPARTMENT CALCULATION DOCUMENT Page: 1 of 1 Calc Number: GEO.DCPP.01.22 Revision: 1 Date: December 14, 2001 No. of Calc Pages: 167 Verification Method: A No. of Verification Pages: 3 TITLE Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site PREPARED BY VERIFIED BY APPROVED BY Charles M. Brankman/ Jeff Bachhuber Printed Name Scott C. Lindvall Printed Name Lloyd S. Cluff Printed Name DATE 12/14/01 William Lettis & Associates, Inc. Organization DATE William Lettis & Associates, Inc. Organization DATE PG&E Geosciences Organization GEO.DCPP.0 1.22 Rev. 1 Page I of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _ of 79 PG&E Geosciences Department Departmental Calculation Procedure Page: 1 of 1 Title: Record of Revision Calc Number: GEO.DCPP.01.22, Revision 1 Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site GEO.DCPP.01.22 Rev. 1 Rev. No. Reason for Revision -Revision Date 0 Initial issue; incorporate A. TafoyalGeosciences review comments 11/6/01 1 Incorporate additional review comments by A. Tafoyaf 12/14/01 Geosciences Page 2 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page Aof 79 DCPP ISFSI CALCULATION PACKAGE GEO.DCPP.01.22 Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site GEO.DCPP.01.22 Rev. 1 Page 3 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page b of 79 DCPP ISFSI CALCULATION PACKAGE GEO.DCPP.01.22 Kinematic Stability Analysis for Cutslopes at DCPP ISFSI Site Table of Contents 1.0 PU R PO SE ...................................................................................................... 5 2.0 BA C K G R O U N D ................................................................................................. 6 3.0 IN PU T S ........................................................................................................... 7 4.0 A SSU M PTIO N S ................................................................................................. 7 5.0 M ET H O D ........................................................................................................ 9 6.0 SO FT W A RE ..................................................................................................... 11 7.0 A N A L Y SIS ........................................................................................................ 12 8.0 R E SU L T S .............................................................................................................. 14 9.0 C O N C LU SIO N S ............................................................................................... 15 10.0 R EFER EN C ES ................................................................................................. 16 List of Tables Table 22-1. Summary of Discontinuity Sets Identified by Kinematic Analyses Table 22-2. Summary of Stability Hazards Identified by Kinematic Analyses List of Figures Figure 22-1 Map showing locations of borings and trenches used for kinematic analyses. Figure 22-2 Location of discontinuity surveys along Reservoir Road. Figure 22-3 Examples of kinematic analyses. Figure 22-4 Kinematic analyses of Westcut ISFSI cutslope. Figure 22-5 Kinematic analyses of Backcut ISFSI cutslope. Figure 22-6 Kinematic analyses of Eastcut ISFSI cutslope. Figure 22-7 Kinematic analyses of north-trending cutslope of Transport Route (Stations 43+00 to 46+00). Figure 22-8 Kinematic analyses of northwest-trending cutslope of Transport Route (Stations 35+00 to 43+00).List of Attachments Attachment 1 -DIPS program input files Attachment 2 -DIPS program verification runs Attachment 3 -DIPS data presentation verification runs Attachment 4 -DIPS program manual GEO.DCPP.01.22 Rev. 1 Page 4 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page (. of 79 DCPP ISFSI GEOTECHNICAL CALCULATION PACKAGE Title: Kinematic stability analysis for cutslopes at DCPP ISFSI site Calc Number: GEO.DCPP.0 1.22 Revision: Rev. 1 Author: Charles M. Brankman/Jeff Bachhuber Date: December 14, 2001 Verifier: Scott C. Lindvall 1.0 PURPOSE This Calculation Package describes and documents the kinematic analyses performed to identify modes of potential rock slope failure in the proposed cutslopes at the ISFSI site. These analyses incorporate the extensive discontinuity data collected from the ISFSI study area (William Lettis & Associates, Inc., 2001, Diablo Canyon ISFSI Data Reports B, E and F) to help identify potential rock slope failure conditions in the proposed excavation cutslopes (Figure 22-1) and in the existing roadcuts on the transport route along Reservoir Road (Figure 22-2). The purpose of these analyses is to evaluate the potential for shallow failures (less than 20 feet) in the cutslope walls and road cut. The results are used in analyzing mitigation measures addressed in Calculation Package GEO.DCPP.01.08 and in analyzing the stability of rock wedges, addressed in Calculation GEO.DCPP.01.23. It does not address deep-seated global slope stability of the hillside above the ISFSI site, a topic which is analyzed in Calculation Packages GEO.DCPP.01.24 through 26. The specific areas included in the analyses are the Westcut cutslope, the Backcut cutslope, the Eastcut cutslope, and two portions of the transport route along Reservoir Road. The analyzed cutslopes are shown on Figures 22-1 and 22-2.GEO.DCPP.01.22 Rev. 1 Page 5 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _1 of 79

2.0 BACKGROUND

Stereographic projections of fracture data are tools commonly used to predict the types of discontinuity-controlled rock slope failures that are possible for given cutslope configurations and rock friction angles. Kinematic analyses of discontinuity data allow for the recognition of potential rock slope stability failures by examining the geometric relationships between discontinuity surfaces and the rock face. The technique is simple and easily performed, and the effects of various rock friction angles and different rock cutslope configurations are readily seen. Kinematic analyses consider three primary failure modes: (1) topple failure of rock blocks and slabs, (2) planar sliding of rock on a single discontinuity or single discontinuity set, and (3) wedge sliding of rock along the intersection of two discontinuities. Other modes of slope failure, such as rotational slump failures, are not considered. Topple failures occur as blocks or slabs, which are bounded by discontinuities that dip steeply into the face at angles such that the center of mass falls outside the toe of the block and causes outward rotation and topple out of the cut face. Planar sliding failures occur when a rock mass slides along a single, optimally-oriented surface that dips out of the slope face. Wedge failures involve block sliding along two favorably oriented intersecting fractures in the direction of the plunge of the intersection line. Each of these failure scenarios is examined through a separate kinematic analysis. In general, several conditions must be met for kinematic instability. For toppling-type failures, discontinuities must be subparallel to, and dip steeply into, the rock face. For sliding-mode failures (planar and wedge sliding), two conditions must be met. First, the discontinuity surface (or intersection line between discontinuities) must daylight in the cutslope, i.e. the discontinuities must dip in the direction of the cutslope and be less steep than the cutslope angle. Second, the discontinuities (or discontinuity intersections) must dip at greater than the rock friction angle (Wyllie, 1992). If these criteria are not met, GEO.DCPP.01.22 Rev. 1 Page 6 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 0- of 79 failure of the rock slope by sliding along discontinuities is resisted by adjacent rock blocks, and thus is not kinematically possible.

3.0 INPUTS

Discontinuity data (joints, faults, and bedding) collected from rock outcrops, exploratory trenches, roadcuts, and boreholes were used as the basis for the kinematic stability analyses. These data are presented in William Lettis & Associates, Inc. (2001), Diablo Canyon ISFSI Data Reports B, E, and F. Every discontinuity measurement from the test trenches at the ISFSI site was used in the kinematic analyses. Discontinuity data from boreholes were taken from the geophysical image logs; however, only the discontinuities that were confirmed by at least two geologists in order to verify the presence and type of discontinuity and the accuracy of the orientation were included. The input files containing the discontinuity data used in each analysis are included in Attachment

1. The joint and fault data are identical to those shown in Table 21-7, which were used to create the rose diagrams in Calculation Package GEO.DCPP.01.21.

For the kinematic analyses, bedding data was included with the joint and fault data. Friction angles used for the kinematic analyses were obtained from direct shear testing of fractures and bedding planes; these data are presented in William Lettis & Associates, Inc. (2001), Diablo Canyon ISFSI Data Report I, and in Calculation Package GEO.DCPP.01.20. The geometry of the ISFSI excavation and cutslopes is taken from drawing PGE-009-SK-001, transmitted to Geosciences on September 27, 2001 (Page, 2001). The analyses use a 70' angle for the cutslope walls, as shown in the drawing.

4.0 ASSUMPTIONS

The following assumptions were made for the kinematic analyses: GEO.DCPP.01.22 Rev. I Page 7 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page c. of 79 1. The potential shallow rock slope failures are controlled primarily by laterally persistent discontinuities that bound intact rock blocks. Discontinuities in the ISFSI study area are observed generally to be continuous over I to 3 feet and, in places, up to about 14 feet, and intersect to form discrete rock blocks of similar dimensions (William Lettis & Associates, Inc. (2001), Diablo Canyon ISFSI Data Report F). Therefore this assumption is realistic for these dimensions.

2. The shear strength of the fractured rock mass is controlled only by the basal rock friction angle of the discontinuities.

This is a conservative assumption because other factors that may impact shear strength, such as cohesion, asperity interlocking, or the presence of intact rock bridges across discontinuities, are not considered in this analysis.

3. Rock friction angle is assumed to be 28'. This value is based on direct shear laboratory testing of joints (William Lettis & Associates, Inc. (2001), Diablo Canyon ISFSI Data Report I) and the Barton criterion analyses (see Calculation Package GEO.DCPP.01.20).

The value chosen is considered a conservative value, because it is the near lower-bound of the straight line fits to the mean Barton envelopes for all discontinuity types. 4. Only the geometric relationships between the discontinuities and the cutslope are used in the analyses. The kinematic analyses assume no rock reinforcement to the slope. External forces, such as seismic loads and hydrostatic pressures, are not considered in the kinematic analyses. These factors increase the risk of slope failure identified in the kinematic analyses, but do not affect the analysis. These factors are considered in Calculation Package GEO.DCPP.01.23. GEO.DCPP.01.22 Rev. 1 Page 8 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page Lt of 79 5.0 METHOD The step-by-step methodology used for the kinematic analyses for each of the three cutslopes (Eastcut, Backcut, and Westcut) and the existing road cuts on the transport route along Reservoir Road is listed below: I. Compilation of discontinuity data from road cuts, trenches and borings near the slope being analyzed;

2. Development of stereographic projections of discontinuity data using the computer program DIPS (Rocscience, 1999), and identification of major discontinuity sets; and 3. Analyses of topple, planar sliding, and wedge sliding hazards.

Step 1 Discontinuity data were collected from road cuts, exploratory trenches and boreholes throughout the ISFSI study area. Details on the collection of these data are presented in William Lettis & Associates, Inc. (2001), Diablo Canyon ISFSI Data Reports B, E and F. For each wall of the proposed cut and for the roadcut, the data set from nearby trenches, borings, and roadcut were compiled to form distinct data sets for the analyses (Figures 22-1 and 22-2). The cutslope-specific data sets enable the evaluation to focus on local differences in discontinuity geometry, and identification of potential failure modes specific to each cutslope wall. Each discontinuity was classified in the field as either a joint, fault, or bedding surface, and this classification was carried into the DIPS input file. The DIPS input files are included in Attachment

1. Step 2 For each cutslope and road cut segment, the discontinuity data from the appropriate trenches, boreholes, and outcrops are plotted on an equal angle stereonet.

As described above, the plot shows discontinuities defined by discontinuity type (joint, fault, bedding).GEO.DCPP.01.22 Rev. 1 Page 9 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page k\ of 79 After plotting the data, sets of discontinuities were defined based on contouring and clustering of similar orientations. Only fracture groups that show well-defined clustering, on the basis of the scatter plots and the contour plots of the data, are grouped as discontinuity sets. Attributes of each defined discontinuity set, such as average orientation and variability to two standard deviations, are calculated by the DIPS software. Step 3 After defining the discontinuity sets, analyses for each mode of potential failure was performed. The procedure for each analysis is briefly described below. Topple failure -Topple failure of rock blocks is possible when discontinuities strike within about 300 of the cutslope, and dip steeply into the slope. On the stereographic projection, the pole to the discontinuity must fall within 30' to the dip direction of the cutslope, and must plot above a line inclined at an angle equivalent to the friction angle above the cutslope to be considered to have a potential of topple failure (blue-shaded area in Figure 22-3A) (Rocscience, 1999). Planar sliding failure -In order for planar sliding to occur, discontinuities must be present that strike within about 200 of the cutslope, and which dip at a shallower angle than the cutslope but steeper than the rock friction angle (Wyllie, 1992). On the stereographic projection, the pole to the discontinuity must fall within the daylight envelope of the cutslope but outside the rock friction cone to be considered to have a potential for planar sliding (blue-shaded area in Figure 22-3B). Wedge sliding failure -Wedge sliding of rock blocks occurs when the intersection line between two discontinuities plunges in the direction of the cut face at an angle steeper than the rock friction angle but less steep than the angle of the cutslope (Wyllie, 1992). On the stereographic projection, the line of intersection between two discontinuities sets plots as a point. This point must fall outside the cutslope great circle but within the rock friction cone to be considered to have the potential for wedge sliding GEO.DCPP.01.22 Rev. I Page 10 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page L1, of 79 (blue-shaded area in Figure 22-3C). Note that the rock friction cone in this analysis is counted in from the edge of the stereonet instead of out from the center, which is the reverse of the analysis for planar sliding; this is done because this analysis uses the great circles instead of the poles to assess the hazard (Rocscience, 1999). 6.0 SOFTWARE Fracture data visualization and kinematic analyses were performed using DIPS, v. 5.041 (Rocscience, 1999) on a DELL Dimension model XPS desktop computer running the Microsoft Windows 98 operating system. The software was purchased by and is licensed to William Lettis & Associates, Inc. (WLA), and all analyses were performed by WLA. The program has not been modified from the version purchased from Rocscience. Data tabulation, visualization, and kinematic analyses were performed using standard DIPS functions. The following program items were also identified as part of the verification process: a) program name: DIPS b) program version: 5.041 c) program revision: not applicable d) computer platform compatibility: Windows 98 e) program capabilities and limitations: The program performs kinematic stability analyses by plotting discontinuity data on stereonets, then analyzing if the data meet the requirements for stability in three failure modes: toppling, planar sliding, and wedge sliding. f) program test cases: described in Attachment

2. g) instructions for use: input orientations of discontinuity planes (joints, faults, bedding), a slope face, and friction angles as described in Rocscience (1999). h) program owner: Rocscience.

i) identification of individual responsible for controlling the software or executables: Geosciences QA Coordinator. GEO.DCPP.01.22 Rev. 1 Page I11 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page t 3 of 79 j) change control: The software used in this calculation is stored on a CD filed with the calculation file. Only use this software version when re-running or revising this calculation. Contact the Geosciences QA Coordinator for access to this software. k) verification methods used: Verification method 1 (comparison with well documented examples in software manuals) was used for verification of the accuracy of the DIPS software analysis capabilities, and is shown in Attachment

2. Verification method 3 (comparison of outputs from alternate independent methods such as by hand calculation) was used to verify that the software correcfly plots discontinuity data on stereonets, and is shown in Attachment

3. 7.0 ANALYSIS Separate analyses were performed for each of the three cutslopes in the ISFSI excavation and the two reaches of the transport route on Reservoir Road. Only data from nearby road cuts, trenches and borings were used in the analyses for each cutslope.

Trenches, borings, and roadcuts used in each analysis are shown in Figure 22-1. Discontinuity data used in the analyses are shown in the input files presented in Attachment

1. Summaries of the discontinuity sets are included in Table 22-1. Westcut Data from trenches T- I1 and T-18, borings 01-A, 01-B, 01-H, and discontinuity survey DS-1 were included in the analyses for the Westcut. A total of 211 discontinuity measurements were included in this data set (Attachment 1). The stereographic plots show clustering of discontinuities into four sets (Figure 22-4): (1) a WNW striking, steeply dipping set; (2) a NNW striking, steeply SSW dipping set; (3) a WNW to W striking, steeply N dipping set; and (4) a NW striking, shallowly dipping set. The remainder of the discontinuities are distributed throughout the stereonet without clear clustering, representing fractures with orientations not corresponding to a well-defined set.GEO.DCPP.01.22 Rev. 1 Page 12 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _%of 79 Backcut Data from trenches T-3, T-4, T-5, T-6, T- 11, T-12, T-18, and T-20, discontinuity survey DS-1 and borings OOBA-2, 01-F, and 01-H were included in the analyses for the Backcut.

A total of 421 discontinuity measurements were included in this data set (Attachment 1). The data show clustering of discontinuities into four groups (Figure 22-5): (1) a N to NNW striking, steeply dipping set; (2) a NW striking, moderately steeply SW dipping set; (3) a WNW striking, steeply dipping set; and (4) a NW striking, shallowly SW dipping to flat set. The remainder of the discontinuities are distributed throughout the stereonet without clear clustering, representing fractures with orientations not corresponding to a well-defined set. Eastcut Data from trenches T-3, T-4, T-20, and T-21, and borings OOBA-2, 0l-E, and 01-G were included in the analyses for the Eastcut. A total of 167 discontinuities were included in this data set (Attachment 1). The data show discontinuities grouping into four clusters: (1) a NNE striking, steeply dipping set (Figure 22-6); (2) a NW striking, moderately steeply SW dipping set; (3) a NW striking, shallowly dipping to flat set; and (4) a W striking, steeply N dipping set. The remainder of the discontinuities are distributed throughout the stereonet without clear clustering, representing fractures with orientations not corresponding to a well-defined set. Transport Route Cutslopes Data from road cuts along Reservoir Road were included for the analyses of rock slopes along the Transport Route. A total of 37 discontinuity measurements were collected and included in this data set (Attachment 1). Two portions of the transport route were considered: the north-trending portion (stations 43+00 to 46+00), which is inclined at 50', and the northwest-trending portion (stations 35+00 to 43+00), which is inclined at 300. Each transport route analysis was performed using the entire discontinuity data set from the roadcut (37 measurements). The data show discontinuities grouping into three clusters (Figures 22-7 and 22-8): (1) a NW striking, steeply dipping set; (2) a NE striking, moderately S dipping set; and (3) a ENE striking, moderately N dipping set.GEO.DCPP.01.22 Rev. I Page 13 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page \& of 79 8.0 RESULTS Figures 22-4 through 22-6 show the output of the kinematic analyses for each wall of the proposed ISFSI cutslope. Figures 22-7 and 22-8 show the analyses for the transport route along Reservoir Road. Westcut Analyses of the Westcut are shown in Figure 22-4. The Westcut shows a high potential for topple failure. The majority of discontinuity set 2, as well as some fractures from set 1, plot within the zone of potential failure for toppling. However, analyses of planar and wedge sliding failures show low to very low potential, respectively, for these modes of failure in the western slope, as very few discontinuities (and none belonging to any of the defined sets) fall within the failure envelope for planar sliding, and none of the discontinuity intersections fall within the failure envelope for wedge sliding failure. Thus the only identified significant failure mode for the southwestern cutslope is topple failure. It should be noted that a portion of the southwestern cutslope will be infill, and, as such, the failure mode identified above is not applicable in these fill slopes. Backcut Kinematic analyses of the Backcut are shown in Figure 22-5. The slope shows low potential for toppling failure, as only a few random discontinuities plot within this failure envelope. Planar sliding failure represents a low- to moderate-potential, as a few discontinuities from sets 1 and 2, as well as a number of random discontinuities, plot within the planar sliding failure envelope. Potential exists for wedge sliding along the intersection line of discontinuity sets 2 and 3, while another intersection (1 and 3) plots outside but relatively close to the failure envelope and should be considered a potential hazard, given that these lines represent the average orientation of the set and that there is a scatter of orientations around this mean. Thus, there is a high potential for wedge failure and minor planar sliding failure on the Backcut.GEO.DCPP.01.22 Rev. 1 Page 14 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page L- of 79 Eastcut Kinematic analyses of the Eastcut are shown in Figure 22-6. The slope shows low potential for toppling failure, as only a few random discontinuities plot within this failure envelope. There is a moderate to high potential for planar sliding failure, as numerous discontinuities from discontinuity set 2 as well as some random discontinuities plot within the planar sliding failure envelope. Potential also exists for wedge sliding along the intersection lines between discontinuity sets 1 and 2 and between sets 2 and 4; though these intersections plot very close to the failure envelope, these lines represent the average orientation of the set and there is a scatter of orientations around this mean. Thus, there is a moderate to high potential for planar sliding and a moderate to high potential for wedge sliding failures along the Eastcut. Transport Route Cutslopes Kinematic analyses of the transport route cutslopes are shown in Figure 22-7 and 22-8. The north-trending slope shows moderate potential for toppling failure, as a large portion of set 1 plot within this failure envelope. There is low potential of planar sliding failure, and very low potential for wedge sliding failure. The northwest-trending slope shows low potential for all three failure modes. This is because of the very low inclination of this slope. Thus, the only the potentially significant failure mode is for topple failures along the transport route cutslopes.

9.0 CONCLUSION

S Stereographic kinematic analyses of discontinuity-controlled shallow rock slope failures in the proposed ISFSI excavation cutslopes show that each of the three cutslopes are prone to potential shallow rock stability hazards, but failure modes and potential for failure vary between slopes. The results are summarized in Table 22-2. The Westcut will primarily be prone to toppling failure of rock blocks into the cut along steeply dipping discontinuities. The Backcut has a high potential of wedge failures along two discontinuity sets, a minor potential of planar sliding, and low potential of topple failure. The Eastcut is prone primarily to planar wedge sliding, with little topple failure hazard.GEO.DCPP.01.22 Rev. 1 Page 15 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 11 of 79 The transport route exhibits a low potential for rock topple, planar slide, and wedge sliding. These results will be used in the psuedostatic stability analyses of potential wedge failures (Calculation Package GEO.DCPP.01.23). Specific engineering measures will be required to mitigate the hazards associated with these potential failures.

10.0 REFERENCES

Rocscience, 1999, DIPS: Plotting, analysis, and presentation of structural data using spherical projection techniques, version 5.041, Toronto, 86 pp. William Lettis & Associates, Inc., 2001, Letter to Robert White, PG&E Geosciences from Robert C. Witter, November 5, 2001, Completion of Data Reports transmitting Data Reports A through K to PG&E Geosciences Department; Diablo Canyon ISFSI Data Report A -Geologic Mapping in the Plant Site Area and ISFSI Study Area, Rev. 1, November 5, 2001, prepared by W. Lettis, 42 p. Diablo Canyon ISFSI Data Report B -Borings in ISFSI Study Area, Rev. 1, November 5, 2001, prepared by J. Bachhuber, 244 p. Diablo Canyon ISFSI Data Report E, -Borehole Geophysical Data (NORCAL Geophysical Consultants, Inc.), Rev. 1, November 5, 2001, prepared by C. Brankman and J. Bachhuber, 350 p. Diablo Canyon ISFSI Data Report F -Field Discontinuity Measurements, Rev. 1, November 5, 2001, prepared by C. Brankman and J. Bachhuber, 85 p. Diablo Canyon ISFSI Data Report I -Rock Laboratory Test Data (GeoTest Unlimited), Rev. 1, November 5, 2001, prepared by J. Sun, 203 p. Wyllie, D.C., 1992, Foundations on rock, Chapman & Hall, London, 331 pages, pp. 27-39. Geosciences Calculation Packages GEO.DCPP.01.08 Determination of rock anchor design parameters for DCPP ISFSI cutslope GEO.DCPP.01.20 Development of strength envelopes for shallow discontinuities at DCPP ISFSI using Barton equations GEO.DCPP.01.22 Rev. I Page 16 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page J of 79 GEO.DCPP.01.22 GEO.DCPP.01.23 GEO.DCPP.01.24 GEO.DCPP.01.28 Kinematic stability analysis for cutslopes at DCPP ISFSI site Pseudostatic wedge analysis of DCPP ISFSI cutslope (SWEDGE analysis) Stability and yield acceleration analysis of cross section I'-I' Stability and yield acceleration analysis of potential sliding masses along DCPP ISFSI transport route PG&E Memorandums and Design Drawing Page, W.D., October 12, 2001, Transmittal of requested drawings, DCPP used fuel storage projects, for Calculation Package GEO.DCPP.01.21, Analysis of bedrock stratigraphy and geologic structure at the DCPP ISFSI site, including PG&E/Enercon Drawing PGE-009-SK-001, 9/27/01.GEO.DCPP.01.22 Rev. 1 Page 17 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page tVIof 79 Table 22-1. Summary of discontinuity sets identified by kinematic analyses.(1) Average dip and dip direction of discontinuity sets, as determined from stereographic plots of discontinuity data.GEO.DCPP.01.22 Rev. 1 Page 18 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page L__' of 79 Table 22-2. Summary of stability hazards identified by kinematic analyses.GEO.DCPP.01.22 Rev. I Type of Stability Hazard Area of Analysis Topple Planar Sliding Wedge Sliding Westcut High Low Very Low Backeut Low Low -Moderate High Eastcut Low Moderate -High Moderate -High North Transport Moderate Low Very Low Route Northwest Transport Low Very Low Very Low Route Page 19 of 168 December 14, 2001 E 1,148,500 Calculation 52.27.100.732, Rev. 0, Attachment A, Page ,'of 79 E 1,149,000./ + .......... "'. -N636.000 NI.. Explanation " ' .FS P d .-/.....'. ": 1 320..-3,==.-_ ....Exploratory trench, numbe b 1-A indicated ... Footprint of 500 kV tower -9T-2c1... " .............. .. "............... -. Outline of ISFSI Pads CTF Site T .B. -0P",.A, ...-....... ...... ... ...... T Cutslope above and fill prism west of ISFSI pads -2130 7A... ........ ............. ............. Used for kinematic analys / T -2 0 A ...... ...." .... ... .... -..... ........ "-4* .", .... ...... ...... ........ s- -... ,- ......... Used for kinematic analysis of eactcut .., ............ ....... 4 ..... F i........ ... ...... T -.-ý 1 ., i ," ... ... .... ......... J " .." /. .-......... ./ +. .................. 0 ... .98..A-4....... ..Used........... .forkinematic.analys ( 302 ~T-12 /~ A <0 0, .o.... ....-.. T-O 1-F i / *.00BA13A IN 635 500 01-B & 8i-,4.0 50 100 150C 200 ISFS j~~p /G -4~ Contour interval -5 feet -,T-14B . 0 Ti /-Page 201o 16 0.. " .... ... .- ...... ..", ..... ..- ., .o ........ ....... "C"O. -, " .... .. -" .... ... ... ... .... ... ." ,.... , ..... ........ .. ..(" " , .0 / "*"/ ." .. " ." I" .... ." -' ... .' *.... \ -' .V , f .... "-...... ...... .% ," !+ / '" / // " ." " "" .. _ .. ..... ...... "" ..... ........ ....... \ q ,-\" .,.'" ...... .......... ...... * " .".% " ." il / ..-"+, "" \ .." ..... .... .'"* -........ ....... .Itx ," ...... .......... .. I,:: ... ' .. " " ."/ " / ...\ ... , -.- .... ....... .." .......- * .h , ., ,~ i .-, ,,.. ... ... ...- .. ..- .... , ... ......- .... ............. .. .'?"t.'. II " " i " " / / "'+ " ..... .:- % " ' " .." .EV..1..Page .20..*of.16.. Explanation Footprint of 500 kV tower SOutline of ISFSI Pads S, Transport route; stippled where transport route will be underlain by new engineered fill I .-" -i Continuity survey GEO.DCPP.01.22 REV 1 00 FO co DIABLO CANYON ISFSI FIGURE 22-2 LOCATION OF DISCONTINUTY SURVEYS ALONG RESERVOIR ROAD-4 C C -4 C 1Q -4 December, 2001 52.27.100.732, Rev. 0, Attachment A, Page ZOof 79 Explanation Poles 1 Bedding P. Fault , Joint Failure envelope (based on 280 friction angle)Great circle of friction angle above cutslope Cutslope A. Topple hazard Failure envelope for topple and planar sliding without poles indicates stable conditions. Failure envelope for wedge sliding without great circle intersections indicates stable conditions. 2cy Variability 1 a Variability -E Average orientation of discontinuity set B. Planar sliding hazard C. Wedge sliding hazard Notes Analysis performed using computer program DIPS, v. 5.041 (Rocscience, 1999).Page 22 of 168 I DIABLO CANYON ISFSI FIGURE 22-3 EXAMPLES OF KINEMATIC ANALYSES GEO.DCPP.01.22 REV 1 December, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page "2kof 79 Explanation Set 1 3et 4 Poles n Bedding Fault o Joint Failure envelope (based on 280 friction angle) Failure envelope for topple and planar sliding without poles indicates stable conditions. Failure envelope for wedge sliding without great circle intersections indicates stable conditions. A. Topple hazard (high hazard)Set 2 Set 4 Set 3 S B. Planar sliding hazard (low hazard)C. Wedge sliding hazard (very low hazard)Notes Analysis performed using computer program DIPS, v. 5.041 (Rocscience, 1999). Data for westcut analyses taken from trenches T-11 and T-18, borings 01-A, 01-B, 01-H, and discontinuity survey DS-1.GEO.DCPP.01.22 REV 1 Page 23 of 168 Set 2 Set 3 DIABLO CANYON ISFSI FIGURE 22-4 KINEMATIC ANALYSES OF WESTCUT ISFSI CUTSLOPE December, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 'L('of 79 Explanation Poles Set 4 Set 1 3 Bedding l Fault o Joint Failure envelope (based on 280 friction angle) Failure envelope for topple and planar sliding without poles indicates stable conditions. Failure envelope for wedge sliding without great circle intersections indicates stable conditions. A. Topple hazard (low hazard)Set 1 Set 3 Set B. Planar sliding hazard (low to moderate hazard)Notes Analysis performed using computer program DIPS, v. 5.041 (Rocscience, 1999). )ata for backcut analyses taken from trenches T-3, T-4, T-5, T"--6, T-1 1, T-12, T-18, and T-20, discontinuity survey DS-1 and borings OOBA-2, 01-F, and 01-H.C. Wedge sliding hazard (high hazard)GEO.DCPP.01.22 REV 1 Page 24 of 168 DIABLO CANYON ISFSI FIGURE 22-5 KINEMATIC ANALYSES OF BACKCUT ISFSI CUTSLOPE December, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page V* of 79 Explanation Poles n Bedding k , Fault 0 Set 2 o Joint 0 0 00 0 0 Failure envelope ýp"0 0 (based on 280 0080 friction angle) 0 cF D o 0 Failure envelope for topple and planar ° ° °°& sliding without poles indicates stable ", o conditions. Failure envelope for wedge sliding without great circle intersections Qt A indicates stable conditions. A. Topple hazard (low hazard)Set 1"Set 4 Set 3 s B. Planar sliding hazard (moderate to high hazard)Notes Analysis performed using computer program DIPS, v. 5.041 (Rocscience, 1999). Data for eastcut analyses taken from trenches T-3, "T-4, T-20 and T-21, and borings OOBA-2, 01-E and 01-G.S C. Wedge sliding hazard (moderate to high hazard)GEO.DCPRO1.22 REV 1 Page 25 of 168 Set 1 N DIABLO CANYON ISFSI FIGURE 22-6 KINEMATIC ANALYSES OF EASTCUT ISFSI CUTSLOPE December, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 2.1 of 79 Explanation Poles c Joint -E E Bedding Failure envelope (based on 280 friction angle) 3 Failure envelope for topple and planar sliding without poles indicates stable conditions. A. Topple hazard (moderate hazard)Failure envelope for wedge sliding without great circle intersections indicates stable conditions. Set 1 s B. Planar sliding hazard (low hazard)C. Wedge sliding hazard (very low hazard)Notes Analysis performed using computer program DIPS, v. 5.041 (Rocscience, 1999). Fracture data from stations 38+00 to 45+00 applied to north-trending cut slope above Reservoir Road from stations 43+00 to 46+00.GEO.DCPP.01.22 REV 1 Page 26 of 168 s DIABLO CANYON ISFSI FIGURE 22-7 KINEMATIC ANALYSES OF NORTH-TRENDING CUTSLOPE OFTRANSPORT ROUTE (STATIONS 43+00 TO 46+00)December, 200 N 3 A. Topple hazard (low hazard)B. Planar sliding hazard (very low hazard) Notes Analysis performed using computer program DIPS, v. 5.041 (Rocscience, 1999). Fracture data from stations 38+00 to 45+00 applied to northwest-trending cutslope above Reservoir Road from stations 35+00 to 43+00 Failure envelope for topple and planar sliding without poles indicates stable conditions. Failure envelope for wedge sliding without great circle intersections indicates stable conditions. Set 1-E C. Wedge sliding hazard (very low hazard)GEO.DCPR01.22 REV 1 December, 2001 Page 27 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _2 of 79 Set 1 Explanation Poles o Joint a Bedding Failure envelope (based on 28' friction angle)DIABLO CANYON ISFSI FIGURE 22-8 KINEMATIC ANALYSES OF NORTHWEST TRENDING CUTSLOPE OFTRANSPORT ROUTE (STATION 35+00 TO 43+00) Calculation 52.27.100.732, Rev. 0, Attachment A, PageZ- of 79 ATTACHMENT 1 Dips Program Input Files GEO.DCPP.01.22 Rev. 1 Page 28 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page %_._ of 79* This file is *The following Default Title Default Title DIPS input file for Westcut -SouthWestCut.dip generated by Dips for Windows 2 lines are the Title of this file Line 2 Line 2 Number of Traverses: 0

Global Orientation is: DIP/DIPDIRECTION 0 (Declination)

NO QUANTITY Number of extra columns are: ID; Dip; Dip Direction 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 70 61 76 64 49 37 35 69 67 64 29 58 34 48 35 31 24 73 35 23 26 34 78 67 76 71 56 77 67 81 31 36 77 42 20 264 240 235 265 199 257 358 184 249 248 182 194 55 39 225 251 243 93 229 284 224 240 192 192 150 243 223 54 231 30 171 330 50 188 230 3 DEPTH;69.083 68.545 68.24 57.922 57.577 56.422 53.227 52.954 51.988 51.772 51.682 51.196 50.081 44.392 42.265 41.065 40.711 39.856 37 .372 36. 913 36.724 34.384 33.245 32. 682 31.869 30.474 23.229 21.08 19.973 16.441 15.275 8.838 7.758 6.3 37.8 joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint beddir TYPE; TRENCH/BORING; 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A 01-A ng 01-A GEO.DCPP.01.22 Rev. I Page 29 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 3\ of 79 36 23 251 42.1 bedding 01-A 37 7 21 54.9 bedding 01-A 38 23 226 55.8 bedding 01-A 39 22 259 58.8 bedding 01-A 40 11 256 64 bedding 01-A 41 71 215 68.043 joint 01-B 42 41 245 66.291 joint 01-B 43 69 250 65.902 joint 01-B 44 59 237 64.885 joint 01-B 45 36 194 47.241 joint 01-B 46 62 214 37.695 joint 01-B 47 60 266 33.099 joint 01-B 48 28 277 27.706 joint 01-B 49 83 257 26.796 joint 01-B 50 41 259 26.506 joint 01-B 51 39 163 22.992 joint 01-B 52 75 243 21.277 joint 01-B 53 27 180 20.117 joint 01-B 54 25 326 18.984 joint 01-B 55 28 273 16.33 joint 01-B 56 65 229 11.573 joint 01-B 57 9 325 26 bedding 01-B 58 10 260 32.5 bedding 01-B 59 7 276 37.7 bedding 01-B 60 42 289 91.717 joint 01-H 61 69 306 91.21 joint 01-H 62 75 259 82.788 joint 01-H 63 69 249 77.589 joint 01-H 64 69 242 75.574 joint 01-H 65 33 259 66.793 joint 01-H 66 34 253 66.625 joint 01-H 67 55 42 28.355 joint 01-H 68 51 275 24.063 joint 01-H 69 58 264 22.203 joint 01-H 70 35 230 16.238 joint 01-H 71 72 119 14.676 joint 01-H 72 79 256 11.53 joint 01-H 73 33 235 9.324 joint 01-H 74 25 231 7.332 joint 01-H 75 34 244 7.207 joint 01-H 76 56 253 6.52 joint 01-H 77 37 223 5.819 joint 01-H 78 52 6 4.867 joint 01-H 79 35 247 4.466 joint 01-H 80 41 227 4.297 joint 01-H 81 15 240 39.4 bedding 01-H 82 13 211 58.7 bedding 01-H 83 12 225 82.3 bedding 01-H 84 11 203 89.6 bedding 01-H 85 21 232 94.5 bedding 01-H 86 78 10 joint DS-I 87 75 260 joint DS-I 88 70 10 joint DS-1 89 85 345 joint DS-1 90 77 246 joint DS-I 91 66 10 joint DS-I 92 56 206 joint DS-1 GEO.DCPP.01.22 Rev. 1 Page 30 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page YVof 79 93 90 255 joint DS-1 94 80 14 joint DS-I 95 80 235 joint DS-I 96 85 9 joint DS-I 97 90 30 joint DS-1 98 85 11 joint DS-I 99 65 242 joint DS-1 100 82 342 joint DS-I 101 90 345 joint DS-I 102 75 180 joint DS-i 103 75 38 joint DS-I 104 71 260 joint DS-I 105 85 200 joint DS-I 106 80 74 joint DS-1 107 80 9 joint DS-I 108 65 345 joint DS-1 109 85 235 joint DS-1 110 70 8 joint DS-i iii 79 122 joint TIl 112 63 346 joint TIl 113 80 317 joint TIl 114 81 15 joint TIl 115 65 349 joint TIl 116 78 41 joint TIl 117 65 314 joint TIl 118 70 238 joint TIl 119 70 1 joint TIl 120 85 285 joint TIl 121 84 295 joint TIl 122 75 198 joint TIl 123 50 355 joint TIl 124 55 260 joint TIl 125 86 180 joint TIl 126 87 255 joint TIl 127 85 10 joint TIl 128 70 281 joint TI1 129 35 314 joint TIl 130 90 249 joint TIl 131 82 264 joint TIl '132 65 260 Joint TIl 133 85 171 joint TIl 134 71 208 joint TIl 135 89 242 joint TI1 136 12 305 bedding TIl 137 90 255 joint TIl 138 64 0 joint TIl 139 68 70 joint TIl 140 72 221 joint TIl 141 84 61 joint TIl 142 80 164 joint TIl 143 76 267 fault TIl 144 81 66 joint TIl 145 79 6 joint TIl 146 79 229 joint TIl 147 77 193 joint TI1 148 76 165 joint T18 149 47 245 joint TI8 GEO.DCPP.01.22 Rev. 1 Page 31 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page IS_ of 79 150 80 240 joint T18 "151 88 148 joint T18 152 70 237 joint T18 153 26 235 joint T18 154 87 300 joint T18 155 73 228 joint T18 156 25 230 joint T18 157 71 232 joint T18 158 30 218 joint TI8 159 21 225 joint T18 160 89 231 joint T18 161 39 247 joint T18 162 38 230 joint T18 163 32 227 joint T18 164 84 215 joint T18 165 87 210 joint T18 166 78 105 joint T18 167 80 192 joint TI8 168 72 98 joint T18 169 84 270 joint T18 170 84 325 joint T18 171 80 268 joint T18 172 25 234 joint T18 173 87 210 joint T18 174 82 275 joint T18 175 72 320 joint T18 176 76 40 fault T18 177 78 245 joint T18 178 88 88 joint T18 179 79 257 joint TI8 180 87 100 joint T18 181 88 95 joint T18 182 82 280 fault TI8 183 80 250 joint T18 184 62 265 joint T18 185 82 250 joint T18 186 72 273 joint T18 187 80 5 joint T18 188 88 262 joint T18 189 75 5 joint T18 190 76 298 joint T18 191 88 46 joint T18 192 57 250 joint T18 193 79 250 joint T18 194 86 215 joint T18 195 28 250 joint T18 196 88 279 joint T18 197 84 240 joint T18 198 69 292 joint TI8 199 70 205 joint TI8 200 68 285 joint T18 201 87 210 joint T18 202 72 287 joint T18 203 67 257 joint T18 204 80 205 fault T18 205 38 325 joint T18 206 78 80 joint T18 GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 32 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 3Kof 79 207 76 10 joint TI8 208 80 110 joint T18 209 83 5 fault T18 210 88 16 fault T18 211 60 282 joint T18

End of File! -1 GEO.DCPP.01.22 Rev. I Page 33 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page JS of 79 DIPS input file for Backcut -SouthEastCut.dip
This file is generated by Dips for *The following 2 lines are the Title Default Title Line 2 Default Title Line 2 Number of Traverses:

0

Global Orientation is: DIP/DIPDIRECTION 0 (Declination)

NO QUANTITY Number of extra columns are: 3 ID; Dip; Dip Direction; 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 40 18 74 48 67 66 41 40 44 48 72 71 64 68 42 79 61 57 60 62 66 48 66 66 72 65 70 53 38 29 65 40 43 71 31 205 267 223 237 205 214 232 240 282 272 101 120 224 264 224 45 197 213 215 228 231 238 218 190 194 223 17 178 317 200 2 182 194 230 185 53.453 50.147 48.521 40.597 39.467 39.208 39.113 38.731 35.604 34.321 27.219 26.263 9.438 127.137 120.021 87.824 82.255 82.036 81.472 81.159 80.287 71.965 69.88 69.665 68.299 64.732 63.379 61.017 58.766 53.569 51.178 50.897 49.677 46.728 43.719 DEPTH; joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint Windows of this file TYPE; TRENCH/BORING; 00BA-2 0OBA-2 00BA-2 00BA-2 00BA-2 00BA-2 00BA-2 00BA-2 OOBA-2 OOBA-2 OOBA-2 OOBA-2 OOBA-2 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F 01-F GEO.DCPP.01.22 Rev. I December 14, 2001 Page 34 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 36__ of 79 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 7.0 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 32 34 53 9 14 9 42 69 75 69 69 33 34 55 51 58 35 72 79 33 25 34 56 37 52 35 41 15 13 12 11 21 78 75 70 85 77 66 56 90 80 80 85 90 85 65 82 90 75 75 71 85 80 80 65 85 70 188 193 211 200 180 200 289 306 259 249 242 259 253 42 275 264 230 119 256 235 231 244 253 223 6 247 227 240 211 225 203 232 10 260 10 345 246 10 206 255 14 235 9 30 11 242 342 345 180 38 260 200 74 9 345 235 8 41.198 26.194 4.924 6.8 94.3 117 91.717 91.21 82.788 77.589 75.574 66.793 66.625 28.355 24.063 22.203 16.238 14.676 11 .53 9.324 7. 332 77. 207 6.52 5.819 4.867 4.466 4.297 39.4 58.7 82.3 89.6 94.5 0.1 0.3 0.3 0.5 0.7 0.9 0.9 1 1 1.5 1.5 1.8 3 3.8 3.8 4.1 4.1 4.8 4.8 5 5.2 5.2 5.5 5.8 5.8 GEO.DCPP.01.22 Rev. I joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint bedding bedding bedding bedding bedding joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint 01-F 01-F 01-F 01-F 01-F 01-F 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H 01-H DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-1 DS-I DS-I DS-I December 14, 2001 Page 35 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page $1 of 79 93 79 122 joint T-11 94 63 346 joint T-11 95 80 317 joint T-11 96 81 15 joint T-11 97 65 349 joint T-11 98 78 41 joint T-11 99 65 314 joint T-11 100 70 238 joint T-11 101 70 1 joint T-11 102 85 285 joint T-11 103 84 295 joint T-11 104 75 198 joint T-11 105 50 355 joint T-11 106 55 260 joint T-11 107 86 180 joint T-11 108 87 255 joint T-11 109 85 10 joint T-11 110 70 281 joint T-11 1il 35 314 joint T-11 112 90 249 joint T-11 113 82 264 joint T-11 114 65 260 joint T-11 115 85 171 joint T-11 116 71 208 joint T-11 117 89 242 joint T-11 118 12 305 bedding T-11 119 90 255 joint T-11 120 64 0 joint T-11 121 68 70 joint T-11 122 72 221 joint T-11 123 84 61 joint T-11 124 80 164 joint T-11 125 76 267 fault T-11 126 81 66 joint T-11 127 79 6 joint T-11 128 79 229 joint T-11 129 77 193 joint T-11 130 49 274 joint T-12 131 83 236 joint T-12 .132 79 20 fault T-12 133 77 180 joint T-12 134 79 197 joint T-12 135 85 1 joint T-12 136 77 231 joint T-12 137 55 258 joint T-12 138 64 175 joint T-12 139 73 226 joint T-12 140 88 228 joint T-12 141 45 213 joint T-12 142 90 25 joint T-12 143 67 221 joint T-12 144 60 158 fault T-12 145 80 350 fault T-12 146 76 165 joint T-18 147 47 245 joint T-18 148 80 240 joint T-18 149 88 148 joint T-18 GEO.DCPP.0 1.22 Rev. I Page 36 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page %t of 79 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 70 26 87 73 25 71 30 21 89 39 38 32 84 87 78 80 72 84 84 80 25 87 82 72 76 78 88 79 87 88 82 80 62 82 72 80 88 75 76 88 57 79 86 28 88 84 69 70 68 87 72 67 80 38 78 76 80 237 235 300 228 230 232 218 225 231 247 230 227 215 210 105 192 98 270 325 268 234 210 275 320 40 245 88 257 1o0 95 280 250 265 250 273 5 262 5 298 46 250 250 215 250 279 240 292 205 285 210 287 257 205 325 80 10 110 joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint fault joint joint joint joint joint fault joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint fault joint joint joint joint T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 T-18 GEO.DCPP.0 1.22 Rev. 1 December 14, 2001 Page 37 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page V( of 79 207 83 5 fault T-18 "208 88 16 fault T-18 209 60 282 joint T-18 210 63 208 26.5 fault T20a 211 75 11 26.7 fault T20a 212 68 242 -0.4 joint T20b 213 53 316 -0.05 joint T20b 214 72 189 0 joint T20b 215 69 264 0.1 joint T20b 216 83 47 0.35 joint T20b 217 84 261 0.7 joint T20b 218 82 29 2.3 joint T20b 219 77 265 2.65 joint T20b 220 63 264 2.9 joint T20b 221 59 215 3.15 fault T20b 222 70 270 3.4 joint T20b 223 70 48 3.5 joint T20b 224 62 293 4.2 joint T20b 225 61 220 7 joint T20b 226 80 291 7.4 joint T20b 227 56 286 7.7 joint T20b 228 82 205 7.9 joint T20b 229 4 216 7.9 bedding T20b 230 74 231 7.9 joint T20b 231 5 208 0 bedding T20c 232 60 351 1.2 fault T20c 233 76 176 3.9 fault T20c 234 68 185 10.2 fault T20c 235 80 10 11 joint T20c 236 85 290 11 joint T20c 237 71 208 0.2 joint T-3 238 69 261 0.25 joint T-3 239 74 226 0.45 fault T-3 240 85 91 0.5 joint T-3 241 76 261 1.6 joint T-3 242 76 320 2.4 joint T-3 243 73 234 3.15 joint T-3 244 76 20 3.7 joint T-3 245 90 190 4.5 joint T-3 246 67 9 5.35 joint T-3 247 30 206 5.35 joint T-3 248 79 309 5.35 joint T-3 249 65 187 5.75 joint T-3 250 64 240 5.9 joint T-3 251 74 208 7 fault T-3 252 60 255 7.2 joint T-3 253 85 180 7.3 joint T-3 254 51 248 7.5 fault T-3 255 66 21 8.4 joint T-3 256 61 208 8.6 joint T-3 257 79 218 9 joint T-3 258 90 205 9.55 joint T-3 259 62 291 9.6 joint T-3 260 74 201 9.9 joint T-3 261 90 269 10 joint T-3 262 88 275 1.6 joint T-4 263 85 5 1.7 joint T-4 GEO.DCPP.0 1.22 Rev. 1 December 14, 2001 Page 38 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page4_ of 79 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 77 75 88 60 89 58 60 86 42 65 86 88 30 56 86 74 74 50 35 66 42 62 70 82 82 88 80 12 48 68 70 82 52 80 65 75 80 45 68 68 82 80 88 58 72 8 89 70 76 62 11 90 10 90 87 90 50 258 248 105 11 85 186 5 94 340 100 105 106 185 158 275 220 95 352 332 240 347 250 200 355 125 330 115 275 278 335 342 5 260 164 238 215 190 220 330 272 185 60 200 280 275 250 305 275 340 260 284 277 266 307 301 283 217 1.8 2 2.1 2.15 2.25 2.45 2.5 2.6 2.8 2.92 3.08 3.28 3.28 3.4 3.6 3.78 3.82 3.94 4.1 4.2 4.3 4.5 4.52 4 .68 4.78 4 .8 4.9 4.9 5.1 5.48 5.56 5.62 5.92 6 6.14 6.3 6.4 6.6 6.68 7.02 7.02 7.28 7.32 7.42 7.6 8.02 8.28 8.6 9.12 9.3 0.05 0.05 1.2 2.5 4 5 5.4 fault joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint fault joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint fault joint joint joint joint joint joint joint bedding joint bedding joint joint joint joint GEO.DCPP.01.22 Rev. 1 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-5 T-5 T-5 T-5 T-5 T-5 T-5 Page 39 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 4\ of 79 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 83 70 90 70 85 70 76 77 64 90 87 57 55 75 50 70 65 83 5 84 78 63 86 74 25 75 13 63 78 77 70 86 76 51 70 74 75 90 85 79 78 83 84 57 61 75 10 70 40 48 90 78 89 71 82 68 88 198 121 201 70 330 70 76 105 291 42 294 131 265 344 254 144 249 146 244 55 165 250 252 345 242 264 276 271 249 209 270 261 204 280 252 18 258 339 340 206 71 185 289 226 243 241 230 0 215 10 220 70 82 92 265 25 105 5.5 5.6 6.7 7.4 8.4 8.5 8.7 9.6 9.9 10.2 10.7 10.9 11 11.4 11.75 12 12.2 12.5 12.7 12.8 13 13.05 13.3 13.6 14.4 14 .4 14.5 15.3 15.55 15.8 16 16.3 16.4 16.6 16.8 16.9 17.6 17.9 18.4 18.5 19 19 19.1 19.1 19.7 20 0.64 0.64 2.53 4.02 4.4 4.6 4.98 5.6 5.72 6.28 joint joint joint joint fault fault joint joint joint fault joint joint joint joint joint joint joint joint bedding joint joint fault joint joint joint joint bedding joint joint joint joint joint joint joint joint joint joint fault fault joint joint joint joint joint joint joint bedding joint joint joint joint joint joint joint joint fault joint GEO.DCPP.0 1.22 Rev. I T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-5 T-6 T-6 T-6 T-6 T-6 T-6 T-6 T-6 T-6 T-6 Page 40 of 168 Decemberl14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page *tof 79 378 82 52 7.26 joint T-6 379 88 95 7.56 joint T-6 380 90 310 7.88 joint T-6 381 62 15 8.72 joint T-6 382 15 240 8.84 joint T-6 383 70 6 8.88 joint T-6 384 88 85 9.4 joint T-6 385 22 225 9.4 joint T-6 386 80 255 9.64 joint T-6 387 84 345 10.08 joint T-6 388 18 230 10.08 joint T-6 389 74 75 10.08 joint T-6 390 72 238 10.36 joint T-6 391 76 4 10.58 joint T-6 392 86 190 10.8 joint T-6 393 78 70 11.08 joint T-6 394 82 200 11.1 fault T-6 395 89 265 11.6 joint T-6 396 78 255 11.8 joint T-6 397 22 235 11.88 joint T-6 398 89 180 11.9 joint T-6 399 85 270 12.06 joint T-6 400 85 145 12.28 joint T-6 401 22 235 12.7 bedding T-6 402 82 70 12.8 joint T-6 403 80 255 13.76 joint T-6 404 90 145 13.84 joint T-6 405 86 46 13.84 joint T-6 406 16 232 14.02 bedding T-6 407 78 292 14.02 joint T-6 408 76 333 14.4 joint T-6 409 80 290 14.6 joint T-6 410 78 185 14.8 joint T-6 411 16 205 15.08 bedding T-6 412 14 215 15.9 bedding T-6 413 84 185 16.02 joint T-6 414 74 245 16.24 joint T-6 415 78 260 16.6 joint T-6 416 86 215 16.82 joint T-6 .417 76 65 17.2 joint T-6 418 15 204 17.5 bedding T-6 419 75 250 18.14 joint T-6 420 14 210 18.24 bedding T-6 421 75 10 18.4 joint T-6

End of File! -1 GEO.DCPP.01.22 Rev. 1 Page 41 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Paged4$ of 79 DIPS input file for Eastcup -NorthEastCut.dip
This file is generated by Dips for Windows *The following 2 lines are the Title of this file Default Title Line 2 Default Title Line 2 Number of Traverses:

0

Global Orientation is: DIP/DIPDIRECTION 0 (Declination)

NO QUANTITY Number of extra columns are: 3 ID; Dip; Dip Direction; 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 40 18 74 48 67 66 41 40 44 48 72 71 64 51 64 72 79 75 76 67 69 85 81 63 68 45 66 72 67 8 10 3 78 61 205 267 223 237 205 214 232 240 282 272 101 120 224 210 208 210 281 253 215 229 220 232 22 267 278 236 2 342 203 90 330 0 212 272 53.453 50.147 48.521 40.597 39.467 39.208 39. 113 38.731 35. 604 34 .321 27.219 26.263 9.438 79.228 78.505 75.4 66.396 59.959 57.898 54.626 53.573 51.698 36.199 35.461 29.089 25.673 15.68 13.177 9.579 47 48 48.8 71.79 70.765 DEPTH; joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint joint bedding bedding bedding joint joint TYPE; BORING/TRENCH; 00BA-2 00BA-2 00BA-2 OOBA-2 00BA-2 00BA-2 00BA-2 OOBA-2 00BA-2 OOBA-2 OOBA-2 OOBA-2 OOBA-2 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-E 01-G 01-G GEO.DCPP.0 1.22 Rev. 1 Page 42 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _j of 79 35 46 227 65.647 joint 01-G 36 68 210 63.781 joint 01-G 37 70 64 61.594 joint 01-G 38 69 237 50.116 joint 01-G 39 67 244 49.801 joint 01-G 40 67 249 49.303 joint 01-G 41 78 281 31.327 joint 01-G 42 58 297 26.302 joint 01-G 43 31 243 14.083 joint 01-G 44 72 286 11.392 joint 01-G 45 63 265 7.867 joint 01-G 46 13 248 18.7 bedding 01-G 47 15 192 25.4 bedding 01-G 48 12 210 29.1 bedding 01-G 49 63 208 26.5 fault T20a 50 75 11 26.7 fault T20a 51 68 242 -0.4 joint T20b 52 53 316 -0.05 joint T20b 53 72 189 0 joint T20b 54 69 264 0.1 joint T20b 55 83 47 0.35 joint T20b 56 84 261 0.7 joint T20b 57 82 29 2.3 joint T20b 58 77 265 2.65 joint T20b 59 63 264 2.9 joint T20b 60 59 215 3.15 fault T20b 61 70 270 3.4 joint T20b 62 70 48 3.5 joint T20b 63 62 293 4.2 joint T20b 64 61 220 7 joint T20b 65 80 291 7.4 joint T20b 66 56 286 7.7 joint T20b 67 82 205 7.9 joint T20b 68 4 216 7.9 bedding T20b 69 74 231 7.9 joint T20b 70 5 208 0 bedding T20c 71 60 351 1.2 fault T20c 72 76 176 3.9 fault T20c 73 68 185 10.2 fault T20c 74 80 10 11 joint T20c 75 85 290 11 joint T20c 76 71 208 0.2 joint T-3 77 69 261 0.25 joint T-3 78 74 226 0.45 fault T-3 79 85 91 0.5 joint T-3 80 76 261 1.6 joint T-3 81 76 320 2.4 joint T-3 82 73 234 3.15 joint T-3 83 76 20 3.7 joint T-3 84 90 190 4.5 joint T-3 85 67 9 5.35 joint T-3 86 30 206 5.35 joint T-3 87 79 309 5.35 joint T-3 88 65 187 5.75 joint T-3 89 64 240 5.9 joint T-3 90 74 208 7 fault T-3 91 60 255 7.2 joint T-3 GEO.DCPP.0 1.22 Rev. 1 Page 43 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page A__ of 79 92 85 180 7.3 joint T-3 93 51 248 7.5 fault T-3 94 66 21 8.4 joint T-3 95 61 208 8.6 joint T-3 96 79 218 9 joint T-3 97 90 205 9.55 joint T-3 98 62 291 9.6 joint T-3 99 74 201 9.9 joint T-3 100 90 269 10 joint T-3 101 88 275 1.6 joint T-4 102 85 5 1.7 joint T-4 103 77 258 1.8 fault T-4 104 75 248 2 joint T-4 105 88 105 2.1 joint T-4 106 60 11 2.15 joint T-4 107 89 85 2.25 joint T-4 108 58 186 2.45 joint T-4 109 60 5 2.5 joint T-4 110 86 94 2.6 joint T-4 11 42 340 2.8 joint T-4 112 65 100 2.92 joint T-4 113 86 105 3.08 joint T-4 114 88 106 3.28 joint T-4 115 30 185 3.28 joint T-4 116 56 158 3.4 joint T-4 117 86 275 3.6 joint T-4 118 74 220 3.78 joint T-4 119 74 95 3.82 joint T-4 120 50 352 3.94 joint T-4 121 35 332 4.1 joint T-4 122 66 240 4.2 joint T-4 123 42 347 4.3 joint T-4 124 62 250 4.5 joint T-4 125 70 200 4.52 joint T-4 126 82 355 4.68 fault T-4 127 82 125 4.78 joint T-4 128 88 330 4.8 joint T-4 129 80 115 4.9 joint T-4 130 12 275 4.9 joint T-4 131 48 278 5.1 joint T-4 132 68 335 5.48 joint T-4 133 70 342 5.56 joint T-4 134 82 5 5.62 joint T-4 135 52 260 5.92 joint T-4 136 80 164 6 joint T-4 137 65 238 6.14 joint T-4 138 75 215 6.3 joint T-4 139 80 190 6.4 joint T-4 140 45 220 6.6 joint T-4 141 68 330 6.68 joint T-4 142 68 272 7.02 joint T-4 143 82 185 7.02 joint T-4 144 80 60 7.28 joint T-4 145 88 200 7.32 fault T-4 146 58 280 7.42 joint T-4 147 72 275 7.6 joint T-4 148 8 250 8.02 joint T-4 GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 44 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page +(. of 79 149 89 305 8.28 joint T-4 150 70 275 8.6 joint T-4 151 76 340 9.12 joint T-4 152 62 260 9.3 joint T-4 153 51 324 joint T-21 154 85 353 joint T-21 155 25 28 joint T-21 156 44 42 joint T-21 157 56 7 joint T-21 158 77 68 joint T-21 159 71 4 joint T-21 160 40 331 joint T-21 161 48 332 joint T-21 162 20 344 joint T-21 163 80 40 joint T-21 164 53 320 joint T-21 165 77 188 joint T-21 166 83 314 joint T-21 167 64 3 fault T-21

End of File! -i GEO.DCPP.01.22 Rev. 1 Page 45 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 1 of 79 DIPS input file for Transport Route Road Cuts -AccessRoadFracs.dip
This file is generated by Dips for Windows *The following 2 lines are the Title of this file Default Title Line 2 Default Title Line 2 Number of Traverses:

0

Global Orientation is: DIP/DIPDIRECTION 0 (Declination)

NO QUANTITY Number of extra columns are: 3 ID; Dip; Dip Direction; TYPE; SURFACE; STATION; 1 90 220 Joint 14 2 84 44 Joint 6 3 88 268 Joint 8 4 67 274 Joint 13 5 85 240 Joint 7 6 85 5 Joint 9 7 84 75 Joint 9 8 50 2 Bedding 7 9 80 45 Joint 11 10 70 135 Joint 9 11 33 265 Joint 8 12 78 55 Joint 7 13 54 344 Bedding 11 14 4 140 Bedding 15 35 35 Bedding 16 45 346 Bedding 6 17 90 245 Joint 5 18 42 146 Joint 8 19 90 244 Joint 8 20 50 350 Bedding 7 21 48 142 Joint 8 22 45 246 Joint 13 23 46 344 Bedding 6 24 50 349 Bedding 5 25 60 264 Joint 5 26 75 268 Joint 7 27 28 223 Joint 6 28 57 356 Bedding 6 29 66 240 Joint 9 30 54 155 Joint 8 31 54 356 Bedding 6 32 36 157 Joint 6 33 70 86 Joint 7 34 51 341 Bedding 4 35 86 259 Joint 9 GEO.DCPP.01.22 Rev. 1 Page 46 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 4_ of 79 36 41 212 Joint 10 37 90 258 Joint 8

End of File! -i GEO.DCPP.0 1.22 Rev. 1 Page 47 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, of 79 ATTACHMENT 2 DIPS Program Verification Runs GEO.DCPP.01.22 Rev. I Page 48 of 168 December 14, 2001 I I I A *1 :1. I ii ii w#.a a g a Dips Plotting, analysis and presentation of structural data using spherical projection techniques GEO.DCPP.01.22 Rev. I N Calculation 52.27.100.732, Rev. 0, chment A, Page 5D of 79 S5Geomechanics Software & Research 5 II Page 49 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page S\ of 79 Toppling, Planar Sliding. Wedge Slidng 53 Toppling, Planar Sliding, Wedge Sliding This advanced DIPS tutorial uses the example file EXAMPPIT.DIP, which you should find in the Examples folder of your DIPS Installation folder. The data has been collected by a geologist working on a single rock face above the first bench in a young open pit mine..m position Local bench slopes Overall pit slope (45 degrees)The rock face above the current floor of the existing pit has a dip of 45 degrees and a dip direction of 135 degrees.

The current plan is to extend the pit down at an overall angle of 45 degrees. This will require a steepening of the local bench slopes, as indicated in the figure above.GEO.DCPP.0 1.22 Rev. 1 U-w U U I! ..inI I II I; I: I.. I, I-Page 50 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 51f.of 79 54 DIPS Users Guide The local benches are to be separated by an up-dip distance of 16m. The bench roadways are 4m wide.EXAMPPIT.DIP File First open the EXAMPPIT.DIP file.Select File -+ Open Navigate to the Examples folder in your DIPS installation folder, and open the EXAMPPIT.DIP file. Maximize the view.Figure 4-1: EXAMPPIT.DIP data. The EXAMPPIT.DIP file contains 303 rows, and the following columns:

The two mandatory Orientation Columns
A Traverse Column
5 Extra Columns Let's examine the Job Control information for this file.GEO.DCPP.01.22 Rev. 1.'I ro ,r t' 2W E. @-I Lat I .A e-.i.'--- W a4 I4 ..t.w.it " -m Si *** 7 a U __ __ _ %;ý; Js7 ... .. " . , -- .---- -e -s *--, .. ."r -' ,- -...--, -.' -: .Page 51 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, PageS_$ of 79 DIPS .xatwp 4 RL .ID Orient1 Orient2 Traverse SPACING(M)

LENGTH(M) TYPE SHAPE SURFACE 1 77 322 1 3 14 joint planar rough 2 68 80 1 1.3 7 joint undulate v rouglh 3 39 136 1 1.6 22 bedding planar smooth 4 79 319 1 3.8 10 joint iplanar polished 5 74 85 1 0.7 6 joint Iplanar smooth 6 70 134 1 1.6 17 joint planar smooth 7 73 319 1 4.8 14 joint undulate rough~ 8 83 319 1 1.0 6 joint undulate rou h 9 65 310 1 2.6 12 joint planar smooth 10 68 288 1 2.3 10 joint stepped roagh~ 11 90 265 1 2.1 8 joint planar smooth 12 76 231 1 1.8 8 joint planar smooth 13 49 306 1 3.8 21 joint undulate 14 55 294 1 1.0 8 joint undulate smooth 15 76 58 1 2.0 i8 joint undulate rough 16 86 91 1 0.9 6 loint undulate smooth 17 62 76 1 1.3 7 joint planar rough~ 18 69 258 1 1.5 :8 joint planar smooth 19 66 9 1 2.1 7 joint planar rou~lh 20 69 325 1 2.2 14 joint planar oolished 21 171 J246 1 1.8 8 joint planar rough 22 165 53 1 8.0 26 shear planar slick 23 i37 250 1 2.4 16 joint planar rough aa 24 i78 79 1 3.4 10 joint undulate roh 25 61 125 1 1.3 17 bedding planar smooth 26 31 223 1 1.9 15 joint planar v.rough 27 ,64 249 1 7.0 20 shear planar slick 28 ;64 40 1 1.0 10 joint stepped smooth 29 ,66 130 1 1.4 16 joint stepped smooth 30 55 122 1 1.6 19 bedding planar smooth 31 74 78 1 3.3 10 joint planar smooth 32 67 183 1 0.9 7 joint planar rouglh 33 =69 181 1 0.5 6 joint planar roug~h 34 !75 6 1 1.9 7 joint undulate smooth 35 J77 88 1 0.9 6 joint undulate rough 36 78 169 1 1.2 17 joint undulate rougih 37 85 76 1 8 joint undulate roug]h 38 64 219 1 1.7 9 joint planar rough 39 38 179 1 1.9 13 oint undulate smooth 40 59 176 1 0.5 6 joint undulate rog 41 77 81 1 1.2 7 joint planar smooth 42 64 334 1 3.8 17 Ioint planar smooth 43 51 249 1 6.0 20 shear planar slick 44 73 272 1 1.4 7 joint undulate v.rouglh 45 74 176 1 0.9 7 joint planar riouh 46 66 87 1 1.1 7 joint planar smooth 47 50 316 1 3.8 21 joint undulate v~roug~h 48 64 324 1 4.3 13 joint undulate smooth 49 60 177 1 1.9 ia joint planar rouqt 50 69 323 1 1.6 11 joint undulate roh 51 26 32 1 2.7 8_____ oint undulate rough GEO.DCPP.01.22 Rev. I Page 52 of 168 Decemiber 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page ý_ of 79 ID Orlent1 Orient2 Traverse SPACING(M) LENGTH(M) TYPE SHAPE SURFACE 52 71 309 1 3.4 17 joint stepped rough 53 53 321 1 1.0 9 joint planar smooth 54 89 317 1 3.8 10 joint planar 55 68 92 1 1.1 7 joint planar 56 54 232 1 2.1 12 joint planar rough 57 74 183 1 2.4 9 joint undulate rough 58 60 302 1 2.2 12 joint planar smooth 59 62 29 1 3.0 9 joint planar smooth 60 89 311 1 3.0 10 joint planar smooth 61 77 95 1 0.8 6 joint undulate rough 62 69 331 1 5.3 18 joint planar smooth 63 84 328 1 2.2 10 joint planar ro"gh 64 90 307 1 1.6 7 joint planar rough 65 73 87 1 0.7 6 joint planar smooth 66 70 320 1 2.2 10 joint planar smooth 67 72 36 1 3.8 10 joint planar smooth 68 88 316 1 3.4 11 joint undulate smooth 69 79 89 1 3.8 11 joint planar rough 70 67 187 1 1.6 10 joint planar smooth 71 55 323 1 4.3 22 joint planar smooth 72 54 126 1 1.6 19 bedding planar smooth 73 62 126 1 1.9 19 bedding planar smooth 74 80 203 1 2.3 9 joint planar rough 75 73 166 1 0.5 6 joint undulate rough 76 70 312 1 3.0 16 joint planar smooth 77 57 338 1 1.9 13 joint undulate smooth 78 89 68 1 1.5 7 joint undulate rough 79 82 68 1 0.7 6 joint planar smooth 80 73 328 1 2.6 10 joint planar rough 81 62 240 1 1.6 9 joint undulate rougl 82 66 331 1 1.0 9 joint stepped smooth 83 49 319 1 1.3 11 joint planar rough 84 63 79 1 3.0 11 joint planar smooth 85 43 240 1 10.0 23 shear planar slick 86 68 171 1 1.2 8 joint planar rough 87 67 86 1 0.9 7 joint planar rough 88 76 180 1 0.8 7 joint planar rough 89 64 316 1 3.4 15 joint planar smooth .90 66 317 1 2.6 12 joint planar rough 91 87 23 1 2.9 8 joint planar rough 92 75 181 1 0.8 6 joint undulate smooth 93 88 147 1 3.0 9 joint planar Irough 94 72 163 1 0.6 6 joint planar roucgh 95 72 182 1 0.6 6 joint planar smooth 96 65 91 1 1.9 9 joint planar polished 97 80 95 1 0.9 6 joint planar rouglh 98 63 192 1 2.1 9 joint stepped rougih 99 75 164 1 0.4 6 oint planar smooth 100 58 321 1 1.0 8 joint planar rough 101 27 182 1 1.9 15 joint planar rouh 102 70 169 1 2.1 10 joint planar smooth GEO.DCPP.01.22 Rev. I December 14, 2001 Page 53 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page Sý of 79 ID Orienti Orient2 Traverse SPACING(M) LENGTH(M) TYPE SHAPE SURFACE 103 76 231 1 2.2 9 joint undulate rough 104 84 143 1 1.9 7 joint planar smooth 105 64 308 1 2.6 12 joint planar roulh 106 76 47 1 10.0 20 shear planar slick 107 62 179 1 0.4 6 joint planar rough 108 77 175 1 2.0 9 joint planar slick 109 61 322 1 0.7 7 joint planar rough 110 76 322 1 3.8 16 joint planar rough 111 78 90 1 1.7 8 joint planar smooth 112 85 78 1 0.7 6 joint undulate rough 113 63 97 1 2.7 11 joint stepped rough 114 80 230 1 2.0 8 joint undulate smooth 115 68 169 1 0.5 6 joint stepped r"hgh 116 75 356 1 2.3 11 joint stepped rough 117 73 168 1 1.1 7 joint stepped rough 118 72 168 1 0.5 6 joint planar v.rough 119 85 106 1 1.5 11 joint planar smooth 120 85 322 1 6.8 17 joint planar rough 121 60 133 .1 1.3 17 bedding planar smooth 122 89 317 1 3.4 10 joint planar smooth 123 88 69 1 5.5 12 joint planar smooth 124 85 145 1 3.8 10 joint planar smooth 125 69 45 1 2.2 8 joint planar rough 126 81 331 1 1.9 7 joint planar rough 127 65 331 1 1.9 11 joint planar v.rough 128 67 235 1 2.2 10 joint undulate smooth 129 71 146 1 2.0 18 joint planar rough 130 73 331 1 1.3 8 joint stepped rough 131 79 83 1 0.9 6 joint planar rough 132 49 140 1 1.6 20 bedding planar smooth 133 58 279 1 2.8 14 joint planar smooth 134 84 214 1 1.7 7 joint planar v.rough 135 83 75 1 1.0 6 joint planar rouglh 136 75 74 1 1.9 8 joint undulate v.rough 137 70 177 1 1.0 7 joint planar smooth 138 50 253 1 6.0 23 shear planar slick 139 65 38 1 1.9 8 joint planar rough 140 70 86 1 3.0 11 joint planar smooth 141 53 323 1 3.0 17 joint planar v.rough 142 45 23 1 2.3 8 joint stepped smooth 143 58 14 1 1.8 7 joint undulate rough 144 46 28 1 2.0 8 joint planar v.rough 145 67 88 1 2.1 9 joint stepped smooth 146 53 317 1 2.2 14 joint planar v.rough 147 77 93 1 0.9 6 joint planar polished _148 56 333 1 6.3 30 joint planar v.rough 149 58 303 1 2.6 13 joint planar smooth 150 62 307 1 1.3 9 joint stepped v.rough 151 72 320 1 1.3 6 joint planar polished 152 76 174 1 0.5 16 joint undulate rough 153 57 176 1 1.5 19 joint planar v.rough GEO.DCPP.0 1.22 Rev. I Page 54 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page $56 of 79 ID Orientl Orient2 Traverse SPACING(M) LENGTH(M) TYPE SHAPE SURFACE 154 66 160 1 2.3 11 joint undulate smooth 155 60 336 1 0.7 8 joint planar v.roulh 156 70 178 1 0.6 6 joint planar polished 157 89 321 1 3.0 9 joint planar smooth 158 72 87 1 2.6 10 joint planar Mrough 159 176 34 1 2.6 8 joint planar rouglh 160 64 321 1 2.2 9 joint undulate v.rough 161 79 85 1 5.4 14 joint planar v.rough 162 76 166 1 0.6 6 joint planar v.rough 163 52 269 1 1.9 12 joint planar v.rough 164 73 325 1 3.0 8 joint planar v.uh 165 81 74 1 0.8 6 joint undulate Iv.rough 166 61 176 1 1.1 8 joint undulate rough 167 76 83 1 0.9 6 joint planar rough 168 82 69 1 1.7 7 joint planar rough 169 33 303 1 1.8 15 joint planar rough 170 81 169 1 2.0 8 joint planar smooth 171 58 330 1 4.3 21 joint planar vMrough 172 79 172 1 1.4 7 joint planar rough 173 68 187 1 0.4 6 joint planar rough 174 30 272 1 2.0 16 joint planar rough 175 75 67 1 1.1 7 joint stepped rough 176 79 38 1 8.0 25 shear planar slick 177 68 176 1 1.5 8 joint planar v.rough 178 64 321 1 1.6 8 joint planar smooth 179 58 189 1 2.4 12 joint planar rough 180 74 48 1 1.9 8 joint planar smooth 181 89 317 1 1.6 7 joint planar smooth 182 66 309 1 1.0 7" joint planar smooth 183 86 322 1 3.0 10 joint stepped smooth 184 60 109 1 1.4 16 joint stepped rough 185 72 327 1 3.8 13 joint planar slick 186 61 38 1 1.9 8 joint planar v.rough 187 75 320 1 6.3 20 joint planar rough 188 73 81 1 0.9 6 joint planar v.r"hoh 189 54 338 1 2.2 15 joint planar v.rough 190 82 332 1 1.9 7 joint planar v.rough 191 72 82 1 1.9 8 joint planar v.rough 192 54 126 1 1.9 20 bedding planar smooth 193 86 267 1 1.8 7 joint planar rough 194 51 311 1 2.6 16 joint planar rough 195 68 319 1 4.3 16 joint undulate rough 196 74 73 1 2.6 9 joint planar rouglh 197 39 58 1 2.6 10 joint stepped rough 198 67 72 1 2.5 9 joint stepped smooth 199 71 82 1 0.8 6 joint planar smooth 200 30 225 1 1.2 11 joint undulate smooth 201 79 62 1 5.2 12 joint undulate dmooth 202 73 331 1 1.9 9 joint undulate smooth 203 80 319 1 1.9 7 joint undulate smooth 204 25 181 1 2.0 16 joint planar ;smooth GEO.DCPP.01.22 Rev. 1 Page 55 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _ of 79 ID Orienti Orlent2 Traverse SPACING(M) LENGTH(M) TYPE SHAPE SURFACE 205 59 246 1 1.7 10 joint planar smooth 206 64 43 1 0.4 6 oint planar smooth 207 73 315 1 0.4 6 joint planar rough 208 74 48 1 4.3 11 joint undulate smooth 209 69 94 1 1.0 7 joint planar rough 210 86 45 1 2.2 7 ioint planar smooth 211 55 318 1 4.3 22 joint undulate rough 212 61 323 1 3.8 17 joint planar rough 213 52 139 1 1.1 17 joint undulate smooth 214 63 129 1 1.0 15 bedding planar smooth 215 89 326 1 3.8 16 joint undulate smooth 216 83 164 1 3.6 10 joint planar smooth 217 78 72 1 1.9 8 joint planar smooth 218 70 117 1 1.4 16 joint planar smooth 219 67 349 1 1.7 10 joint planar smooth 220 63 123 1 1.7 18 bedding planar smooth 221 64 1 1 2.4 14 joint undulate vrough 222 56 330 1 2.2 14 joint planar rough 223 14 317 1 1.6 13 joint planar v.rough 224 69 158 1 0.6 6 joint planar smooth 225 63 115 1 1.3 16 bedding planar smooth 226 81 36 1 3.8 9 joint planar smooth 227 47 119 1 1.5 19 bedding planar smooth 228 79 164 1 0.6 6 joint planar smooth 229 70 102 1 1.1 7 joint planar smooth 230 61 162 1 0.7 7 joint stepped rough 231 66 178 1 0.6 7 joint planar rough 232 56 133 1 1.0 16 joint undulate rough 233 71 85 1 3.0 10 joint planar rough 234 54 153 1 1.8 7 joint Planar rough 235 54 119 1 0.9 15 joint undulate rough 236 61 327 1 3.4 17 joint planar rough 237 65 173 1 0.5 6 joint undulate rough 238 78 80 1 2.1 8 joint stepped rough 239 52 293 1 1.3 10 joint undulate smooth 240 70 266 1 1.6 8 joint planar rough 241 51 119 1 1.7 20 bedding planar smooth 242 63 176 1 1.0 8 joint planar rough 243 62 343 1 1.7 11 joint planar smooth 244 73 325 1 3.4 14 joint planar v.rough 245 61 306 1 3.8 17 joint planar smooth 246 51 137 1 1.7 20 bedding planar smooth 247 73 328 1 1.9 10 joint planar smooth 248 84 83 1 0.9 6 joint planar smooth 249 73 318 1 2.6 10 joint planar smooth 250 179 89 1 2.6 9 joint planar smooth 251 77 322 1 3.8 14 joint planar smooth 252 85 144 1 4.3 10 joint undulate rough 253 56 308 1 3.0 16 joint planar rough 254 53 122 1 1.0 16 joint planar vough 255 57 269 1 1.8 11 joint planar smooth GEO.DCPP.01.22 Rev. 1 Page 56 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page ' of 79 ID Orient1 Orient2 Traverse SPACING(M) LENGTH(M) TYPE SHAPE SURFACE 256 85 145 1 1.9 7 joint undulate v.rough 257 64 77 1 5.4 15 joint undulate smooth 258 53 112 1 1.2 16 joint undulate rough 259 70 32 1 3.8 10 joint planar smooth 260 89 68 1 2.1 8 joint undulate roagth 261 54 126 1 2.1 21 bedding planar smooth 262 74 332 1 2.2 9 joint undulate rough 263 36 273 1 1.8 14 joint planar rough 264 67 48 1 2.2 8 joint planar 265 43 342 1 0.7 9 joint planar rough 266 39 266 1 10.0 20 shear planar slick 267 72 272 1 2.2 9 oint undulate rough 268 66 170 1 1.1 9 joint planar rough 269 84 154 1 1.6 11 oint planar rouhg 270 75 319 1 3.4 13 joint planar smooth 271 87 327 1 4.8 20 oint planar smooth 272 77 218 1 1.9 8 oint undulate smooth 273 67 79 1 0.8 7 oint stepped smooth 274 81 332 1 3.8 10 joint undulate rough 275 62 321 1 6.3 25 oint planar smooth 276 68 348 1 1.6 10 joint undulate v.rough 277 88 327 1 2.6 13 joint undulate smooth 278 66 91 1 0.9 7 joint planar rough 279 61 221 1 1.6 9 joint planar polished 280 75 172 1 1.6 8 joint planar rough 281 79 164 1 0.5 6 joint planar rough 282 70 320 1 4.3 15 joint planar rough 283 51 312 1 5.8 29 joint planar smooth 284 60 262 1 1.9 10 joint planar smooth 285 84 313 1 0.4 6 joint planar smooth 286 79 38 1 3.4 9 joint planar smooth 287 64 176 1 3.0 12 joint planar polished 288 64 289 1 3.0 13 joint planar smooth 289 87 142 1 2.6 9 joint planar rough 290 75 69 1 1.7 8 joint stepped v.rough 291 39 264 1 6.0 19 shear planar slick 292 74 78 1 1.1 7 joint planar rough 293 171 98 1 0.9 7 joint planar smooth 294 75 24 1 1.3 6 joint undulate rough 295 78 88 1 1.9 8 joint planar smooth 296 66 172 1 2.0 10 joint planar smooth 297 77 311 1 1.9 8 joint planar smooth 298 84 313 1 3.8 14 joint planar polished 299 66 9 1 2.0 7 joint planar smooth 300 87 296 1 1.0 6 joint planar rough 301 67 71 1 2.6 9 joint planar rouqh 302 79 73 1 2.5 9 joint planar smooth 303 °88 1 1 1.5 7 joint planar rough GEO.DCPP.0 1.22 Rev. 1 Page 57 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 21 of 79 Toppling, Planar Sliding. Wedge sriding I 4.iftw :" '; .,a az ' :AI ' ,-.. * .. -' -.S .5 ... -3 Observe the clustering of Joint, bedding and shear features on a Symbolic Pole SPlot.* b.dWIISI Use Add Plane to add a great circie representing the pit slope on the stereonet. I Figure 4-3: Symbolic Pole Plot of discontinuity TYPE. Great circle representing the pit slope has also been added. In the above figure, you will notice that a great circle has been added to the plot, representing the pit slope. Planes are added to stereonet plots with the Add Plane option, as described below. Add Plane Before we add the plane, let's change the Convention. In DIPS, orientation coordinates can be displayed in either Pole Vector (Trend/Plunge) format, or Plane Vector format. Right now we want to use the Plane Vector Convention, which for this file is DIP/DIPDIRECTION, since this is the Global Orientation Format.GEO.DCPP.01.22 Rev. 1 57 Look closely at the data clustering and the data TYPE. Note the clustering of bedding features and the two dusters of shear features. These may behave very differently from similarly oriented joints or extension fractures, and should be considered separately. ptit N- --1, '. "-- 7. C.-Page 58 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page fuQ of 79 Page 1 of 1 TYPE r) A 0., bed*V [1(15 c*t (279] shear (91 E Equal Angle Lower Hemisphere 303 Poles 303 Ertries S GEO.DCPP.01.22 Rev. 1 Page 59 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page (.a of 79 Toppling. Planar Sliding. Wedge Slid'ing 59 ,.w I? Ii: -V,,i ,'V -!. a Now let's view the contoured data. Select View -+ Contour Plot Figure 4-5: Unweighted Contour Plot of EXAMPPIT.DIP data. A useful rule of thumb is that any cluster with a maximum concentration of greater than 6% is very significant. 4-6% represents a marginally significant cluster. Less than 4% should be regarded with suspicion unless the overall quantity of data is very high (several hundreds of poles). Rock mechanics texts give more rigorous rules for statistical analysis of data. Now let's apply the Terzaghi Weighting to the data, to account for bias correction due to data collection on the (planar) traverse. Select View -+ Terzaghi Weighting GEO.DCPP.0 1.22 Rev. I Contour Plot U. t sw , 400 .m- S.0% IS , -,=,, WO 1- MO C- -I0gym ,-- :w 30 CS 1OG Page 60 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page ,__of 79 Page 1 of 1 Fisher Concentrations % of total per 1.0 % area 0.00- 1.00% 1.00- 2.00% 2.00 -3.00 % 3.00- 4.00% 4.00- 5.00% 5.00- 6.00% 6.00- 7.00% ..-.. -7.00- 8.00% 8.00- 9.00% 9.00 -10.00% No Bias Correction Max, Conc. -7.6705% Equal Lower Herisphere 303 Poles 303 Entries S GEO.DCPP.01.22 Rev. 1 Page 61 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page IS of 79 Toppling, Planar Sliding, Wedge Sliding 4..w.::! , !:1'. I.. ~- -p.To overlay contours, let's first view the Pole Plot again. Select View -+ Pole Plot Note that the Symbolic Pole Plot is still in effect, and does NOT get reset when you switch to viewing other plot types (eg. the Contour Plot). To overlay contours: Select View -+ Overlay Contours Let's change the Contour Mode to Lines, so that the Poles are easier to see. Select Setup -+ Contour Options In the Contour Options dialog, set the Mode to Lines and select OK. I -.-.Figure 4-7: Overlaid Contours on Pole Plot GEO.DCPP.01.22 Rev. 1 61-u-/I Overlay of Contours and Poles+ O0,'*,, .0 .- -"'u 1O Pei" " SrmmL +" "°/" " ( !I lPage 62 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page4_ of 79 Page 1 of I TYPE 0 bedig [1s] Ont 12791 SIMM (91-E Equal Angle Lower Henisphere 303 Poles 303 Entries GEO.DCPP.01.22 Rev. 1 Page 63 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page (.& of 79 62 DIPS User's Guide Alhog theSERarno nunemus enough to be rePl'sentedo n th contours, they may have a dominating' influence on stabilit due to low fricton angles and Notice that the Shears in this example are not represented in the contours. This is because the number of mapped shears is small. However, due to the low friction angle and inherent persistence, the shear features may have a dominating influence on stability. It is always important to look beyond mere orientations and densities when analyzing structural data.Creating Sets V~GEO.DCPP.0 1.22 Rev. 1 Now use the Add Set Window option to delineate the joint contours, and create four Sets from the four major data concentrations on the stereonet. Select: Sets --+ Add Set Window See the Quick Tour of DIPS, the first tutorial in this manual, for instructions on how to create Sets. Also see the DIPS Help system for detailed information. .r 3,? U.q a. 7 . L Figure 4-8: Set Windows formed around the four principal joint sets, using the Add Set Window option. Page 64 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page (L of 79 Page 1 of I N A ...." TYPE AA ',< bed*V 11 ~~~ 12 her91 A A A* 4_..-f 30 EtrA A AAA A 4h~A~Equal Angle V *., 4h~'Lower Herrisphere 303 Ertries S GEO.DCPP.01.22 Rev. I December 14, 2001 Page 65 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page (.1 of 79 Toppling. Planar Sliding, Wedge Sliding r J, V. .i Af 67 Figure 4-12: Variability cones displayed on Pole Plot. Toppling (The following analysis is based on Goodman 1980. See the reference at the end of this tutorial). Using the variability cones generated above, .proceed with a toppling analysis. Assume a friction angle of 35 degrees, based on the surface condition of the joints (see Figure 4 10). Planes cannot topple if they cannot slide with respect to one another. Add a second plane representing a "slip limit" to the stereonet with the Add Plane option. Select Select -+ Add Plane Position the cursor at APPROXIMATELY 10 / 135 (Dip/ DipDirection) and click the left mouse button.GEO.DCPP.0 1.22 Rev. 1 I- VIM * -1 w + ,, [-M Je:d't+

t, L~~+A TOPPLING ANALYSIS using stereonets is based on. 1) Variability cones indicating the extent of, the joint set population.

2); A SlipLimit based on the joint friction angle and pit slope. 3) Kinematic considerations. Page 66 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 6_ of 79 Page 1 of I TYPE 0 A Joh 12791 shear (91 Equal Ange Lower Hemisphere 303 Poles 303 Entries S GEO.DCPP.0 1.22 Rev. 1 December 14, 2001 Page 67 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 41 of 79 Toppling, Planar Sliding. Wedge Sliding 69 !'w: oft Select OK on the Add Cone dialog. The zone bounded by these new curves (outlined in Figure 4-13 below) is the toppling region. Any Poles plotting within this region indicate a toppling risk. Remember that I a near horizontal pole represents a near vertical plane. The zone outlined in "Il Figure 4-13 is the toppling I .", w ~~region. Any POLES plottn within this region indicate a Figuren4r13:.oppling risk is in btertivn umbersof I rein Vsa estimate indicates t a bot 25- 30% oftethopplngtiskafo -poultio o joint set 4,fabasediton the t5%pvriabiityzone. I could be said thato ignoring variability in the friction rangle, there is an approximate toppling risk of 30%. jFrictional variability could be introduced by overlaying puadditional slip limits corresponding to say 30 and 40 j: ) .!rm)GEO.DCPP.01.22 Rev. I December 14, 2001;D Page 68 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page '1_0 of 79 Page 1 of 1 TYPE bedftg 115] Joit 12791 shear 191 Slip Limit Equal Angle Lower Hemisphere Pole Toppling Region 303 Poles 303 Ertries S GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 69 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page -1] of 79 72 DIPS Users Guide ripe ~ _ I 1,111011 that a POLE friction cone angle is measured from ! ,i. Ithe center of the stereonet. ~JR I 2M (em I Figure 4-15: Planar sliding Zone is represented by crescent shaped region. Only a small area overlaps the bedding joint set, therefore the risk of planar sliding is minimal. Again, the variability cones give a statistical estimate of E failure probability. Only a small percentage ( < 5 % ) of the bedding joint set falls within this zone. Planar sliding is unlikely to be a problem. NOTE: We have been using EQUAL ANGLE projection throughout this analysis. When making visual estimates of clusters and variabilities, it is actually more appropriate to use EQUAL AREA projection to reduce areal distortion and improve visual estimates. E Wedge Sliding It has been shown that a sliding failure along any of the Cft joint planes is unlikely. However, multiple joints can form wedges which can slide along the line of intersection a " between two planes. 1 I Ia O .GEO.DCPP.01.22 Rev. I December 14, 2001 Page 70 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page _-jof 79 Page I of I TYPE a bedc*g "A Joint [279J shear 191 Pole Friction Cone (35 degrees) Equal Angle Lower Hemisphere 303 Poles 303 Ertries GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 71 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 73 of 79 74 DIPS Users Guide Note that a PLANE friction cone angle is measured from the perimeter (equator) of the stereonet. NOTE: this time we are not dealing with poles but an actual sliding surface or line, so that the friction angle (35 degrees) is taken from the EQUATOR of the stereonet, and NOT FROM THE CENTER as before. Therefore the angle we enter in the Add Cone dialog is 90 -35 = 55 degrees.Select OK, and your plot should appear as follows: WEDGE SLIDING may occur if the mean joint set oanentation INTERSECTIONS Wal within the zone defined by the friction cone and the pit slope.SPL0f 0R!C10N CONE 1 o<l~5 5 1 n 070 I81 O n so~3 3 a?5 t as 3 Sr4 ,In 4 I 011,321 A OF031328 2 057 1123 2 U .1 0 131 303 P0I 303 E Figure 4-16: Major Planes Plot showing WEIGHTED MEAN planes, pit slope and friction cone. Wedge sliding zone is represented by crescent shaped region. Since no plane intersections (black dots) fall within this region, wedge sliding failure should not be a concern.GEO.DCPP.0 1.22 Rev. I December 14, 2001 w., f75 @-Page 72 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page Itof 79 N Plane Friction Cone 1 1 2 2 3 3 4 4 E Page 1 of I ID Dip / Direction 1 045 1135 InI w InI w m w m w 070 / 181 069 I 180 071 / 328 073 1328 057 1133 056 1 134 075 1 89 074 189 Zone Equa Ange Lower Hemisphere 303 Poles 303 Ertries GEO.DCPP.0 1.22 Rev. 1 December 14, 2001 Page 73 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page -1 of 79 ATTACHMENT 3 DIPS Data Presentation Verification Runs GEO.DCPP.01.22 Rev. I Page 74 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 7__, of 79 SACLK 4T a w Ih~tstwJ twit, 6 GEO.DCPP.0 1.22 Rev. 1 December 14, 2001..-.. '.Page 75 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page 11 of 79 Page I of I&, t k Ct WecIjJIPd. Orie~ritan3 ) Dip I Diredicin 1 070 / 330 1 1 2 2 3 3 4 4 m w m w m w m w 077 1 261 077 1 261 088 112 088 112 0691220 069 1220 024 1 232 024 1232 Equal Angle Lower Hemisph~ere 421 Poles 421 Ertrles S GEO.DCPP.01.22 Rev. I December 14, 2001 Page 76 of 168 Calculation 52.27.100.732, Rev. 0, Attachment A, Page It of 79 BLA C-4, Toic N Page 77 of 168 Page I of I TYPE 0 (olt (29]Equal Angle Lower Hemisphere 421 Poles 421 Entries GEO.DCPP.01.22 Rev. I December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment A, Page:Lý of 79 Page I of I&& CG, ?ICuaar. SI~dl TYPE 0 0 bedfig 1191 fW4 [291 JOirt 1373)Equal Angle Lower l"eIisphere 421 Poles 421 S GEO.DCPP.01.22 Rev. I December 14, 2001 Page 78 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page k of 90 ATTACHMENT 4 DIPS Program Manual GEO.DCPP.01.22 Rev. I Page 79 of 168 December 14, 2001 Calculal a" III').

4 U -4 U Dips GEO.DCPP.01.22 Rev. 1 Plotting, analysis and presentation of structural data using spherical projection techniques Page 80 of 168 December 14, 2001 n hkNN -Geomechanics Software & Research 2- of go Calculation 52.27.100.732, Rev. 0, Attachment B, Page S of 90 , -,a . ,... 4..Getting Started Introduction Table of Contents 3 3 About this Manual ................................................................................

3 Quick Tour of Dips 5 EXAM PLE.DIP File ................................................................................ 5 Pole Plot .................................................................................................. 7 Convention ........................................................................................ 8 Legend ............................................................................................... 8 Scatter Plot ........................................................................................... 9 Contour Plot ......................................................................................... 10 W eighted Contour Plot.................................................................. 11 Contour Options ............................................................................. 11 Stereonet Options ........................................................................... 12 Rosette Plot ..................... .................................................... 13 Rosette Applications .................................. 14 W eighted Rosette Plot.................................................................... 14 Adding a Plane ................................................................................... 15 Creating Sets ......................................................................................... 17 M ean Plane Display ........................................................................ 19 Status Bar Display .......................................................................... 19 Set Colum n ...................................................................................... 19 W rapped Set W indows ..................................................................... 20 Set Inform ation ................................................................................... 24 M ajor Planes Plot ................................................................................ 26 M ajor Planes Legend ........................................................................ 27 Plane Colours ................................................................................... 27 GEO.DCPP.01.22 Rev. P December 14, 2001 I.Table of Contents i Page 81 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page _ of 90 Table of Contents W orking with M ultiple Views .................................................................... 28 W' Customizing Views .......................................................................... 29 Show Planes ......................................................................... 29 )r Show W indows ....................................................................... 30 Display Options ...................................................................... 30 Sym bolic Pole Plot ............................................................................ 31 Symbolic Pole Plot Legend .............................................................. 32 Creating a Chart from a Symbolic Plot ........................................... 33 Query Data .......................................................................................... 34 Query Example 1 .......................................................................... 35 The New File ......................................................................... 36 W hat About the Set Column? ........................................................ 36 0 . Query Example 2 ............................................................................ 37 Creating a DIPS File 39 EXAM PLE.DIP File ............................................................................... 39 oi, New File ............................................................................................... 41 Job Control .......................................................................................... 42 Global Orientation Form at .............................................................. 42 Declination ....................................................................................... 43 Quantity Column ............................................................................ 43 Traverses .................................................................................................... 44 Traverse ID .................................................................................... 45 Traverse Orientation Format ........................................................... 45 Traverse Type ............................................................................... 46 . Traverse Orientation ...................................................................... 46 Traverse Comment ................................................................................ 47 X-, Traverse Colum n ............................................................................ 47 _ '. Extra Colum ns ........................................................................................... 48 . Add Column .................................................................................... 49 Entering Data ....................................................................................... 51 Toppling, Planar Sliding, Wedge Sliding 53 lift EXAM PPIT ............................................................................ 5 4 UI ' Job Control .................................................................................... 55 GEO.DCPP.01.22 Rev. 1 Page 82 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page S of 90 Table of Contents iii U U U U a 3 U Oriented Core and Rockmass Classification 77 EXAM PBHQ.DIP File .................................................................................. 77 Orientation Colum ns ....................................................................... 78 Extra Colum ns ............................................................................... 78 Job Control ..................................................................................... 79 Traverses ............................................................................... 80 Rock Tunneling Quality Index -Q .................................................... ..81 Determ ination of RQ D .................................................................... 81 Determ ination of JN .......................................................................... 81 Estim ation of JR and JA ........................................................................ 84 Calculation of Q Values ................................................................. 85 References ........................................................................................... 86..5 U a I GEO.DCPP.0 1.22 Rev. I Traverses ...................................................................................... 55 Pole Plot ............................................................................................. 56 Add Plane .............................................................................................. 57 Contour Plot ........................................................................................ 59 Overlay of Contours and Poles ......................................................... 61 Creating Sets ....................................................................................... 62 FAILURE MO DES ................................................................................ 63 Surface Condition ............................................................................ 63 Statistical Info .................................................................................. 65 Variability Cones .................................................................... 65 Toppling ........................................................................................... 67 Planar Sliding .................................................................................. 70 W edge Sliding ................................................................................. 72 Discrete Structures ................................................................................ 75 Increased Local Pit Slope ............................................................... 75 Other Pit Orientations .................................................................... 76 References .......................................................................................... 76 U U" U U U U U U a a -U Page 83 of 168 December 14, 2001 .: .... ! ......... 1-1._ aJ,,4,,ýC ulatin 52 27 100.732,.Rev. 0, Attachment B, Page (- of 90 Getting Started Getting Started is designed to work on Windows 95, 98 and Windows NT 4.0 operating systems. To install DIPS on your computer:

1. Insert the CD-ROM. 2. Setup should begin automatically displaying the main '. &Rocscience Installation window. 3. If not, select Add / Remove Programs from the Control Ai Panel and click on the Install button. Follow the S: .directions until the main Rocscience Installation window is displayed.

4. Click on the DIPS button. 5. Click on the INSTALL FULL VERSION button. 6. Follow the installation instructions.

During installation you will be asked to enter your seventeen character alphanumeric serial number. Enter the serial number located on the outside of the CD case to install the program. Proceed until the installation is 11 .complete and you are back to the Rocscience Installation window. 7. Click on the RETURN button. 8. If you have NOT previously installed the hardlock -software for any other Rocscience program proceed with step 9. Otherwise go to step 13. 9. Click on the HARDLOCK button. 10. Click on the INSTALL DRIVER FOR 95,98,NT button. "1 . 'I GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 84 of 168 Calculation.52.27.100.732, Rev. 0, Attachment B, Page 1 of 90 2 DIPS User's Guide . 11. Proceed until the hardlock driver installation is complete and you are back to the Rocscience Installation window. 12. Click on the RETURN button. 13. Click on the EXIT button. ft-14. To run DIPS, you will also need the hardlock supplied with the program. The hardlock must be attached to the parallel port on your computer during execution of " the program. Attach the DIPS hardlock to the parallel I port of your computer.

15. The installation process creates a ROCSCIENCE menu in your START... PROGRAMS menu. In the ROCSCIENCE menu there will be a DIPS menu containing the DIPS application.

Run the DIPS I application.

16. If you are a first time user, follow the "Quick Tour of .i DIPS" and "Creating a DIPS File" tutorials presented in this manual, to get acquainted with the basic features of DIPS. am. vn so fin GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 85 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page of 90 Introduction 3

Introduction
DIPS is a program designed for the interactive analysis of orientation based geological data. The program is a tool S* kit capable of many different applications and is designed both for the novice or occasional user, and for the S-.

user of stereographic projection who wishes to utilise more advanced tools in the analysis of geological data.

DIPS allows the user to analyse and visualise structural data following the same techniques used in manual *stereonets.

In addition, many computational features are available, such as statistical contouring of orientation

clustering, mean orientation calculation and qualitative and quantitative feature attribute analysis.

DIPS has been designed for the analysis of features related to the engineering analysis of rock structures, however, the free format of the DIPS data file permits the "* a analysis of any orientation based data. S.Aboutthis Manual This manual consists of the following tutorials:

1. Two basic tutorials, to get new users acquainted with -basic features of the program: .Quick Tour of DIPS ) Creating a DIPS File 2. Two advanced tutorials, to show how DIPS can be used for various types of analyses, which may not -.have been obvious without illustration:

> Toppling, Planar Sliding, Wedge Sliding ) Oriented Core and Rockmass Classification a_:. -a v' a'GEO.DCPP.01.22 Rev. I December 14, 2001 Page 86 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page of 90 .4 DIPS User's Guide This manual is intended as a hands-on, getting started user's guide. For more information on any DIPS options which are not discussed in these pages, consult the DIPS Help system. NOTE that the example files used in this manual, and provided with the DIPS program, are intended for use in " training and education only. They should not be used as data sets for research. , In this manual, instructions such as: Select: View-- Pole Plot are used to navigate the menu selections. When a toolbar button is displayed in the margin, as shown above, this indicates that the option is available in -. a DIPS toolbar. This is always the recommended and quickest way to use the option. 3 , = is..GEO.DCPP.01.22 Rev. I Page 87 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page to of 90 Quick Tour of DIPS 5 a Quick Tour of Dips This "quick tour" will familiarize the user with some of the basic features of DIPS. If you have not already done so, run DIPS by double clicking on the DIPS icon in your installation folder. Or from the Start menu, §elect Programs -+ Rocscience -+ Dips -+ Dips. If the DIPS application window is not already maximized, maximize it now, so that the full screen is available for viewing the data.EXAMPLE.DIP File In your DIPS installation folder you will find an Examples folder, containing several example DIPS files. This Quick Tour will use the EXAMPLE.DIP file in the Examples folder. To open the EXAMPLE.DIP file: GEO.DCPP.01.22 Rev. 1 a a a a a wi a a a a U-a U a

a a"9.U a m S a Page 88 of 168 December 14, 2001 Calculation 52.27.100.732,.Rev.

0, Attachment B, Page _x of 90 6 DIPS User's Guide Select: File -+ Open Navigate to the Examples folder in your DIPS installation folder, and open the EXAMPLE.DIP file. You should see the spreadsheet view shown in Figure 2-1. A DIPS file is always opened by displaying a spreadsheet view of the data. The DIPS spreadsheet is also called the Grid View throughout this manual. Maximize the Grid View.Figure 2-1: Grid View of EXAMPLE.DIP file. We won't worry about the details of this file yet, except to note that it contains 40 rows, and the following columns:

Two Orientation Columns
A Quantity Column
A Traverse Column
Three Extra Columns In the next tutorial, we will discuss how to create the EXAMPLE.DIP file from scratch.GEO.DCPP.01.22 Rev. I I as -0" I ----------

.1 3 it 7 7 -v r Iii -* tl Page 89 of 168 December 14, 2001 Calculation 52,27.100.732,Rev. 0, Attachment B, Page _.1of 90 Quick Tour of DIPS 7 Creating a Pole Plot is just one mouse click away. Select the Pole Plot option in the View toolbar or the View menu. Select: View -+ Pole Plot A new view displaying a Pole Plot will be generated, as shown below. r ~ ~kot ............... Figure 2-2: Pole Plot of EXAMPLE.DIP data. Each pole on a Pole Plot represents an orientation data pair in the first two columns of a DIPS file. The Pole Plot can also display feature attribute information, based on the data in any column of a DIPS file, with the Symbolic Pole Plot option. This is covered later in this tutorial.I.t A A £ a GEO.DCPP.01.22 Rev. I a Pole PlotLJ a U .3 U U U U a U a W U A -.. 40 Pýt 'C==w CA.Page 90 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 3a of 90 8 DIPS User's Guide I11Wike IDip ~ght ',j245 Convention As you move the cursor around the stereonet, notice that the cursor orientation is displayed in the Status Bar. The format of these orientation coordinates can be toggled with the Convention option in the Setup menu: " If the Convention is Pole Vector, the coordinates will be in Trend / Plunge format, and represent the cursor (pole) location directly. This is the default setting. " If the Convention is Plane Vector, the coordinates will correspond to the Global Orientation Format of the current document (eg. Dip/DipDirection, Strike/DipRight, Strike/DipLeft), and represent the PLANE corresponding to the cursor (pole) location. TIP- the Convention can be quickly toggled by clicking on the box in the Status Bar to the left of the coordinate display, with the LEFT mouse button. This is the quickest and most convenient way of toggling the Convention. The Convention also affects the format of certain data listings in DIPS (eg. the Major Planes legend, the Edit Planes and Edit Sets dialogs), and the format of orientation data input for certain options (eg. Add Plane and Add Set Window dialogs). Finally note that in DIPS, poles are ALWAYS plotted using the Trend and Plunge of the pole vector with respect to the reference sphere. THE CONVENTION OPTION DOES NOT AFFECT THE PLOTTING OF DATA, OR THE VALUES IN THE GRID IN ANY WAY!! Legend Note that the Legend for the Pole Plot (and all stereonet plots in DIPS) indicates the:

Projection Type (Equal Angle) and GEO.DCPP.01.22 Rev. I.:4 fix dew,.. ;or 1 ew, Page 91 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page J4ý of 90 Quick Tour of DIPS 9 9 Hemisphere (Lower Hemisphere).

These can be changed using Stereonet Options in the Setup menu (Equal Area and Upper Hemisphere options can be used). However, for this tutorial, we will use the default projection options. Note that the Legend also indicates "61 Poles, 40 Entries". " The EXAMPLE.DIP file has 40 rows, hence "40 entries". " The Quantity Column in this file allows the user to record multiple identical data units in a single row of the file. Hence the 40 data entries actually represent 61 features, hence "61 poles". Let's move on to the Scatter Plot.U a U U U a U 6...E 4 GEO.DCPP.01.22 Rev. 1 a3 While the Pole Plot illustrates orientation data, single pole symbols may actually represent several unit measurements of similar orientation. Select the Scatter Plot option in the View toolbar or the View menu, to generate a Scatter Plot. Select: View -- Scatter Plot A Scatter Plot allows the user to better view the numerical distribution of these measurements, since coincident pole and closely neighbouring pole measurements are grouped together with quantities plotted symbolically. The Scatter Plot Legend indicates the number of poles represented by each symbol. Let's move on to the Contour Plot, which is the main tool for analyzing pole concentrations on a stereonet. Scatter Plot.B II I, U U a B B fr Page 92 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 6, of 90 .10 DIPS User's Guide Contour Plot Select the Contour Plot option from the View toolbar or the View menu, and a Contour Plot will be generated. Select: View -- Contour Plot Figure 2-3: Contour Plot of EXAMPLE.DIP data. The Contour Plot clearly shows the data concentrations. It can be seen that there are three data clusters in the EXAMPLE.DIP file, including one that wraps around to the opposite side of the stereonet. Since this file only contains 40 data entries, the data clustering in this case was apparent even on the Pole Plot"However, in larger DIPS files, which may contain hundreds or even thousands of entries, cluster recognition will not necessarily be visible on Pole or Scatter Plots, and Contour Plots are necessary to identify major data concentrations. GEO.DCPP.0 1.22 Rev. 1-O W -250%00 25o- 200% 200- 5s00 s 0% low- 1250% 200s- 1500% 500- 07$0% 2 0 0 0 2 2 5 0% 61 P0l$ui:

F * ,p wilti p -tc L ,: £.1 U 'g,
Page 93 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page V_ of 90 Quick Tour of DIPS 11 *Weighted Contour Plot Since this file contains Traverse information (Traverses are discussed in the next tutorial), a Terzaghi Weighting
can be applied to Contour Plots, to correct for sampling bias introduced by data collection along Traverses.

a To apply the Terzaghi Weighting to the Contour Plot: .Select: View -> Terzaghi Weighting Note the change in the Contour Plot. Applying the *" Terzaghi Weighting may reveal important data concentrations which were not apparent on the unweighted Contour Plot. The effect of applying the Terzaghi Weighting will of course be different for each

file, and will depend on the data collected, and the traverse orientations.

a DO NOT USE WEIGHTED CONTOUR PLOTS FOR -" APPLICATIONS UNLESS YOU ARE FAMILIAR WITH THE LIMITATIONS. For a discussion of sampling bias -and the Terzaghi Weighting procedure, see the DIPS Help system. To remove the Terzaghi Weighting and restore the unweighted Contour Plot, simply re-select the Terzaghi Weighting option. Z Select: View -- Terzaghi Weighting Contour Options Many Contour Options are available allowing the user to customize the style, range and number of contour

intervals.

We will not explore the Contour Options in this Quick Tour, however, the user is encouraged to experiment. Contour Options is available in the Setup menu, or by right-clicking on a Contour Plot. T GEO.DCPP.01.22 Rev. 1 Page 94 of 168 December 14, 2001 Ca~lulation 52.2-7.100.732, Rev. 0, Attachment B, Page kM_ of 90 12 DIPS User's Guide Stereonet Options At this point, let's examine the Stereonet Options dialog, which configures the basic stereonet parameters for the Contour Plot and all other stereonet plots in DIPS. Right-click on the Contour Plot and select Stereonet Options, or select Stereonet Options from the Setup menu.-stroe Options F ir e q -4: tere o e 7 pt io s dianog . t~hat ll fpherSerentOtosaercre ee (--Lower~ 4 pe risncluding th itrbto mehd(ihr. ntiae 'r :ihr. .r.. Schmidt faC ount C ircle Size sufe aiea the contours hemipertCne,' ortr oth otu lt Figure 24: Stereonet Options dialog. If you examine the Contour Plot legend, you will notice that all of the Stereonet Options are recorded here, including the Distribution method (Fisher in this case) and the Count Circle size (1% in this case) used to obtain the contours. Select Cancel to return to the Contour Plot. See the Stereonet Options topic in the DIPS Help system, for complete details about all of the DIPS Stereonet options.GEO.DCPP.01.22 Rev. I , ti inriUP .* i. AN i ' *' .." I s " .= I :...

e Page 95 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page a of 90 Quick Tour of DIPS Another widely used technique for representing orientations is the Rosette Plot. The conventional rosette plot begins with a horizontal plane (represented by the equatorial (outer) circle of the plot). A radial histogram (with arc segments instead of bars) is overlain on this circle, indicating the density of planes intersecting this horizontal surface. The radial orientation limits (azimuth) of the arc segments correspond to the range of STRIKE of the plane or group of planes being represented by the segment. In other words, the rosette diagram is a radial histogram of strike density or frequency.

To generate a Rosette Plot, select Rosette Plot from the View toolbar or the View menu. Select: View -+ Rosette Plot 7, -7. 4 Although the default Rosette Plot uses a horizontal base plane, an arbitrary base plane at any orientation can be specified in the Rosette Options dialog. For a non horizontal base plane, the Rosette Plot represents the APPARENT STRIKE of the lines of intersection between the base plane and the planes in the DIPS file.Figure 2-5: Rosette Plot of EXAMPLE.DIP data.GEO.DCPP.01.22 Rev. I v i Rsett Plo* Rosette Plot 13 a S a a U 3?.U a a a U a -a U U g F..afN .6 0.W O fy r ot ,W WItM 45 WW 90 Net ..1 V.Noo F.,..3 Page 96 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page Iq of 90 .14 DIPS User's Guide Rosette Applications The rosette conveys less information than a full stereonet since one dimension is removed from the diagram. In cases where the planes being considered form essentially -two dimensional geometry (prismatic wedges, for example) the third dimension may often overcomplicate the problem. A horizontal rosette diagram may, for example, assist in blast hole design for a vertical bench where vertical joint sets impact on fragmentation. A I vertical rosette oriented perpendicular to the axis of a long topsill or tunnel may simplify wedge support design I where the structure parallels the excavation. A vertical rosette which cuts a section through a slope under -I investigation can be used to perform quick sliding or L M , toppling analysis where the structure strikes parallel to the slope face. From a visualisation point of view and for conveying (a structural data to individuals unfamiliar with stereographic projection, rosettes may be more ' appropriate when the structural nature of the rock is I simple enough to warrant 2D treatment. Weighted Rosette Plot The Terzaghi Weighting option can be applied to Rosette -,l Plots as well as Contour Plots, to account for sampling bias introduced by data collection along Traverses. "* If the Terzaghi Weighting is NOT applied, the scale of the Rosette Plot corresponds to the actual "number of . planes" in each bin. "* If the Terzaghi Weighting IS applied, the scale of the Rosette Plot corresponds to the WEIGHTED number of planes in each bin. Do not use weighted plots for applications unless you are familiar with the limitations. See the DIPS Help system for more information. GEO.DCPP.01.22 Rev. I Page 97 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page U of 90 ..i. -Quick Tour of DIPS 15 .Adding a Plane The Add Plane option allows the user to graphically add a a =pole / plane to a stereonet plot (Pole, Scatter, Contour or Major Planes plots). First let's switch the plot type back to a Contour Plot, since planes cannot be added on the Rosette Plot. [ j Select: View -- Contour Plot .iNow select Add Plane from the Select toolbar or the Select menu. a-: Select: Select -Add Plane "1. Move the cursor over the Contour Plot. When the , *cursor is INSIDE the stereonet, an arc or "great circle" representing the plane corresponding to the cursor S:*location (pole) will appear. Move the cursor around the stereonet, and observe the position of the .&corresponding plane. 2. Note that the cursor coordinates are visible in the status bar. When the plane / pole is at a desired -. orientation, click the LEFT mouse button INSIDE the stereonet. (Remember that the coordinate Convention

&can be toggled in the Status Bar). .3. The Add Plane dialog will appear, allowing you to modify the graphically entered orientation (if necessary), and also provide ID, labeling (optional) and visibility information.

U For this example, enter ID = 1, Label =planel, and leave the Visibility checkboxes at their default selections. Select OK. , t The plane I pole will be displayed on the plot, according to the visibility settings chosen, as shown in Figure 2-7.GEO.DCPP.01.22 Rev. I Page 98 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page MA of 90 16 DIPS User's Guide r.] -P If the graphically entered orientation is not correct, then simply enter the correct values in the Add Plane "dialog.in i ~~~hej Fplanel ",:RE~jLNG F0 : -132~ Pr ~z -Va cel~s :Lab ýrý ~ ~ Day envlop Figure 2-6: Add Plane dialog. NOTE: The visibility settings that you choose in the Add Plane dialog can be modified AT ANY LATER TIME in the Edit Planes dialog. :b.lam ~ i. 4~1 _ 07~..4 Figure 2-7: Added plane / pole displayed on Contour Plot. NOTE: planes created with the Add Plane option in DIPS are referred to as ADDED PLANES, to distinguish them from MEAN PLANES calculated from Sets. (Sets and mean planes are discussed in the next section).7 owl Jj, An-' P- WN 3ML GEO.DCPP.01.22 Rev. 1 fI5 500 00o pw 5 000- 250% 250- S00% 2SOO- 7SOD% 150- 5000% 500O- 150%O I2 So- 1s W% 10 00- 12 so % 1250- 500% 1sOD- 17 50% 1T700-2000 % 20OD- 2250% 22,60- 2500%I-740C-n 232211% Q0 Enss-I--n.Page 99 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 90 Quick Tour of DIPS 17 I Creating Sets A Set as defined in DIPS, is a grouping of data created with the Add Set Window option. The Add Set Window option allows the user to draw windows around data clusters on a stereonet, and obtain mean orientations of data (poles) within the windows.Before we go further, note the following: "* The windows created with Add Set Window are curvilinear four-sided windows, defined by two trend values and two plunge values at opposite corners. "* The windows are always formed in a CLOCKWISE direction, therefore you must always START a Set Window with one of the COUNTER-CLOCKWISE corners. Let's create our first Set with the small data cluster at the right side of the stereonet. Select: Sets --> Add Set Window 1. Locate the cursor at APPROXIMATELY Trend/Plunge = 55 / 65, and click the LEFT mouse button. Remember that the cursor coordinates are displayed in the Status Bar. 2. Move the mouse in a CLOCKWISE direction, and you will see a curvilinear, four-sided Set Window opening up. 3. Move the cursor to APPROXIMATELY Trend/Plunge = 115 / 20, and click the LEFT mouse button. You will then see the Add Set Window dialog.GEO.DCPP.01.22 Rev. 1.I.4-i 'F I I U I a U U B U U.U U a A 7i.f?December 14, 2001 Page 100 of 168 Calculation 52.27.1.00.732, Rev. 0, Attachment B, Page_. of 90 18 DIPS Users Guide[Add et Widow E CK Cncel Figure 2-8: Add Set Window dialog.4. Don't worry if the window coordinates are not exactly those shown above, as long as the window encloses the desired data. However, you may edit the coordinates at this time, if you wish. 5. We will accept the default Set ID and Visibility settings, so just select OK, and the Set will be created.Figure 2-9: Set Window and Unweighted mean pole / plane displayed for Set 1.NN. 4il 4r GEO.DCPP.01.22 Rev. I Page 101 of 168 11 , :, , ý ý ý.i December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page _of 90 Quick Tour of DIPS 19 a a a a a a a-U U a a U a-a U* A Set Column is automatically added to the Grid when the FIRST Set is created.Mean Plane Display When a Set is created, you will notice the following on the stereonet, as shown in Figure 2-9: "* The Set Window will be displayed. " The mean pole / plane will be displayed according to the visibility settings chosen in the Add Set Window dialog. In this case, we have displayed the Unweighted mean pole vector and plane. "* Unweighted mean poles / planes are identified by an "im" beside the Set ID. Weighted mean poles / planes, if displayed, are identified by a "w" beside the Set ID. Status Bar Display After a Set is created, the Status Bar will display the number of poles in the Set. For this example, the Status Bar should now show: 10 poles from 8 entries in Set 1 [ The "8 entries" refers to the number of rows of the grid within the Set. Since we have a Quantity Column in this file, each row can represent multiple data units (poles). In this case, the 8 rows actually represent 10 poles. Set Column When the FIRST Set is created, a Set Column is automatically added to the Grid. The Set Column records the Set ID of data belonging to Sets. Let's verify this. Return to the Grid View (you may select from the list of open views in the Window menu).

Notice the Set Column, which appears AFTER the Traverse Column.3.GEO.DCPP.01.22 Rev. I* :;C December 14, 2001 Page 102 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page'lc' of 90 20 DIPS Users Guide* Notice the data in the Set Column which is flagged with the Set ID = 1. These are the poles within the Set Window just created.

Now return to the Contour Plot view, and we will create another Set, this time with a window which wraps around the perimeter of the stereonet. Wrapped Set Windows After you have selected the FIRST corner of a Set Window with the Add Set Window option, you will notice that if the cursor moves beyond the stereonet perimeter, it will "wrap around" and re-appear on the opposite side of the stereonet, with the window still attached. This allows data near the perimeter, on opposite sides of the stereonet, to be selected as one Set, as illustrated in Figure 2-10.WRAPPED SET WINDOW A wrapped Set Window in DIPS automatically calculates the correct mean vector for Sets which cross the equator.Figure 2-10: Wrapped Set Window.GEO.DCPP.01.22 Rev. 1 ,o E: December 14, 2001 Page 103 of 168 Attachment B, Page JJ"'of 90 Quick Tour of DIPS 21 A U 0 --GEO.DCPP.01.22 Rev. 1 This useful feature of DIPS automatically calculates the correct mean vector for Sets with poles plotting on opposite sides of the equator, since A MEAN ORIENTATION CALCULATED FROM THE LOWER HEMISPHERE ALONE WILL BE INCORRECT!! The poles within a wrapped Set window that plot on the opposite side of the stereonet, are incorporated into the vector addition AS NEGATIVE poles (ie. plunge = plunge , trend = trend + 180), so that the mean will be correctly calculated. Let's create a second Set using a wrapped Set Window. Select Sets -+ Add Set Window 1. Locate the cursor at APPROXIMATELY Trend/Plunge = 300 / 20, and click the LEFT mouse button. Remember that the cursor coordinates are displayed in the Status Bar. 2. Move the cursor to the stereonet perimeter, and you will see that the Set Window reappears on the opposite side of the stereonet.

3. A wrapped Set Window may seem awkward at first, but is very simple once you get the hang of it. At worst, if you seem to "lose control", right-click the mouse and select Cancel, and start again! 4. Move the cursor to APPROXIMATELY Trend/Plunge

= 170 / 20, and click the LEFT mouse button. You will see the Add Set Window dialog.3.t.I 3 'U a .8 U U m Is ,ýO.December 14, 2001 Page 104 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page gtof 90 22 DIPS User's Guide F75 .. ...... .......... ....._ _ _ _ _tSet~y: 14 Lablel: I ., ..T , , _ _________- .. !P el ENDIPW .... + +'+++"+.N, .s .. , Se. ondoo, m +n --.' m -0 r .a _U, F UNGE Wighted'.1 .... ... ... + + ..+ + + , ... .. + ++. :.. ...: .:+ :+ , -.-,,.+ , + + .'++i, : :+++~ : +i 5. Don't worry if the window coordinates are not exactly those shown above, as long as the window encloses the desired data. However, you may edit the coordinates at this time, if you wish. 6. We will accept the default Set ID (2 in this case) and Visibility settings, so just select OK, and the Set will be created.0 to w*c Ra v'-GO O Lqoq ~ a~ea 9 kgoý;OQw Frm 0.00- 250% S, so- 500% 1000-12 50% E 12 W- 15 00 1571- % 7o0- 2000% 20 0D- 22 50% 22 50 250% M. CCO, 23 29 31% E". Ano. 61 P"S. 40 E0s'I-Figure 2-11: Set Windows and Unweighted mean poles / planes displayed for Sets 1 and 2.GEO.DCPP.01.22 Rev. 1 Page 105 of 168 Decemberl14, 2001 L6 + ii Sti Calculation 52.27.100.732, Rev. 0, Attachment B, Page __ of 90 Quick Tour of DIPS 23 Figure 2-12: Set Windows and Unweighted mean poles I planes displayed for Sets 1i, 2 and 3.GEO.DCPP.01.22 Rev. 1 U U 0 I U U j 3 U A U U-U As when we created the first Set, note that the Set Window and Unweighted mean pole / plane are displayed. Also, the Status Bar should read (if you selected all of the poles on both sides of the stereonet): 22 poles from 15 entries in Set 2 Finally, note that the Set Column in the Grid View is updated to record the data in both Sets 1 and 2. Note that data which does NOT currently belong to any Set has a BLANK entry in the Set Column. Now create a third Set Window around the remaining data concentration on the Contour Plot. (A Set Window with corners at approximately Trend I Plunge = 190 / 40 and Trend / Plunge = 235 / 3 will do the job).December 14, 2001 Page 106 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page __j of 90 24" DIPS User's Guide Set Information Let's now look at the Info Viewer option, which provides a summary of your DIPS file, as well as a listing of all Added Planes (Add Plane option), and all Set information. [Select: File -+ Info Viewer i-U4M43 174447 M25.5 55W1 21Wn2 30SMA ;efr 255Pa2e Irc5$Er 11 Po5- 8 Ea. K/* -5 7$60587 24% 0I.. LY

8 M05 0-9410 74% V6= 22 14 ..22 16 2091.0 26% C.0**4n0 L.,o 3 212526 4e4S 44% Cosdý L. = 5.2m 1.W" r 74% CWlI.,y LoS
7+ 1 21504.v.

500your 0 DIS ls i o al4 sle 5294 059 )a 14% V*1d.47YLffd 2302444.40 26%0500 Z6 :350524M 61.5 24 C.46/5.L6 .20005091d 0 45.ýMK 50 7018 26% 056%4WVU1 1.5422236 dn95 .44% i V-b.45140'000 . Figure 2-13: Info Viewer display of Set information. As you scroll through the Info Viewer, you will see: 0 your DIPS file setup information,

Global mean vector orientation (ie. the mean vector of all poles in the file), and
a list of Added Planes, if any exist (you should see the single plane listed, which we added earlier in this tutorial). "If Sets have been created, you will then see: GEO.DCPP.01.22 Rev. 1 Page 107 of 168 December@ft. ..Y= so- .I- .' w-. ". I 14,2001 0i . * ? -i.

W.,.Re.v..0, Attachment B, Page 30of 90 Quick Tour of DIPS 25 I U 1 I U GEO.DCPP.0 1.22 Rev. I I 1. A listing of Unweighted and Weighted MEAN plane orientations for each Set, in both Pole Vector (Trend I Plunge) and Plane Vector format. 2. A listing of Set Statistics (Fisher coefficient, and Confidence and Variability Limits at one, two and three standard deviations).

3. The Set Window limits (ie. the two corners defining each Set Window, in Trend / Plunge format).

Confidence and Variability cones can be displayed on stereonet plots, as discussed in Tutorial 3. The Info Viewer listing can be printed, copied to the clipboard, etc. The Info Viewer behaves like any other view in DIPS (ie. it can be tiled, minimized, maximized, etc.), and is automatically updated whenever new information is added to the current document (eg. when a new Set is created). When you are finished examining the Info Viewer, close the view by selecting the x button in the upper right corner..8 -U 4 U U U a* --U ,0 Page 108 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page ;__ of 90 26 DIPS Users Guide Major Planes Plot The Major Planes Plot option in DIPS allows the user to view PLANES ONLY on a clean stereonet, without poles or contours. In addition, a listing of plane orientations is displayed in the legend, in the format governed by the current Convention (Trend / Plunge or Plane Vector). Select View -+ Major Planes The following PLANES are displayed on a Major Planes Plot:

All ADDED planes created with the Add Plane option a All MEAN planes for Sets created with the Add Set Window option w o... .... ........ a.l Figure 2-14: Major Planes Plot. Only planes / poles toggled for Visibility in the Edit Planes and Edit Sets dialogs, will be displayed on the Major Planes Plot.GEO.DCPP.0 1.22 Rev. 1 LN I Ir . Cis " r -i! (L EN,. e ,, W E -0 tI 2 05 1 654 3 we 3 051 3 M a027 0) Pý .O 002s-11 -I -Page 109 of 168 December 14, 2001 itQ C.. lge~v. 0, Attachment B, Page 3_1-of 90 Quick Tour of DIPS 27 In Figure 2-14 we have toggled off the display of Set Windows. This is done with the Show Windows option in
the Sets menu, which toggles the visibility of the Set Windows on a per view basis. Let's do that now. Select: Sets -Show Windows Major Planes Legend .5 The Major Planes legend displays the orientations of planes in the format governed by the Convention (Trend I -Plunge or Plane Vector). Remember that the Convention can be toggled at any time in the Status Bar, and will automatically update the planes Legend. Also note:
The letter "m" beside a plane ID indicates an UNWEIGHTED MEAN PLANE for a Set *,
The letter "w" beside a plane ID indicates a WEIGHTED MEAN PLANE for a Set
A Plane ID with NO letter indicates an ADDED plane created with the Add Plane option. For our current example, we have one ADDED plane (Added Planes are always listed first in the legend), followed by the MEAN planes for the three Sets. Plane Colours .. The default colours used for planes in DIPS are: S"-- GREEN for all ADDED planes
RED for all MEAN planes The user can customize ADDED plane colours in the Edit ~. Planes dialog, and MEAN plane colours in the Edit Sets ." dialog. This is left as an optional exercise.

NOTE that unlike most other display options in DIPS, changes to the L Plane Colours (or the Plane Visibility settings) affect ALL views for the current document, and are NOT -customizable on a per view basis. Cu ° .S.GEO.DCPP.01.22 Rev. 1 Page I1l0 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Pagel.3 of 90 28 DIPS Usees Guide Working with Multiple Views New stereonet plot views can be generated at any time, by selecting the New Plot View option in the Window menu. Let's generate two new plot views, so that we can view different plots at the same time. Select Window -+ New Plot View By default, a Pole Plot is always displayed when a new plot view is generated in this manner. Generate one more view. Select Window --. New Plot View Now tile the views. Select: Window -- Tile Vertically Your screen should now display:

Two Pole Plot views
A Major Planes Plot view
The Grid View. Click on one of the Pole Plot views, to make it the active view, and display a Rosette Plot. Select View -* Rosette Plot Click on the Major Planes Plot, to make it the active view, and display a Contour Plot. Select View -Contour Plot Your screen should now look something like the following figure: C -. r ftwI IU~ I. GEO.DCPP.0 1.22 Rev. 1 Page I1I1 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page _1-of 90 "* OQuick Tour of DIPS 29 a a " = M .. .. qA UA S---SI' I
5 ... .. -U l 2..1 Figure 2-15: Tiled display of four views, EXAMPLEDIP file. ._, , .; " We will now briefly demonstrate how display options in *DIPS are customizble on a per view basis. FigCustomizing Views o First we will hide the planes and Set Windows on the Pole Plot View. Show Planes The Show Planes option can be used to Show or Hide planes on a PER VIEW basis. Click the mouse in the Pole Plot view, to make it the active view. Now select Show Planes. S] Select Select -+ Show Planes Notice that ALL planes on the Pole Plot view are now . hidden. However, the Set Windows are still displayed.

GEO.DCPP.01.22 Rev. 1------..Page 112 of 168 December 14, 2001 "Calculation 52.27.100.732, Rev. 0, Attachment B, Page 3ý of 90 30 DIPS Users Guide Show Windows , To hide the Set Windows: -. Select Sets -- Show Windows The Set Windows on the Pole Plot view are now hidden. (As an optional step, click in the Contour Plot view and select Show Windows, to re-display the Set Windows in this view). e . This demonstrates how planes and Set Windows can be cal. shown or hidden on a PER VIEW basis. Display Options Now let's look at the Display Options dialog. Right-click I on the Pole Plot view, and select Display Options. 0 aii

In the Display Options dialog, change the Stereonet colour to WHITE, and select OK. -I Right-click on the Rosette Plot and select Display Options. I
In the Display Options dialog, change the Background colour to BLACK and change the Legend Text colour to WHITE. Select OK. r .This demonstrates how colours can be customized on a PER VIEW basis. NOTE that favourite viewing options (all Display Options, L ' Stereonet Options, and Contour Options), can be saved by -I the user with Auto Options in the Setup menu. Saved options can be re-applied to individual views at a later time, or saved as the program defaults, allowing the user e ai to create their own customized version of DIPS. ,wd GEO.DCPP.01.22 Rev. I Page 1 13 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 3ý of 90 Quick Tour of DIPS Symbolic Pole Plot We will now demonstrate how feature attribute analysis can be carried out using the Symbolic Pole Plot and Chart options in DIPS. First, maximize the Pole Plot view. 1. Right-click on the Pole Plot and select Symbolic Pole Plot (Symbolic Pole Plot is also available in the View menu). 2. In the Symbolic Pole Plot dialog, change the Plot Style to Symbolic Pole Plot. 3. In the drop-down list, select the column you would like to plot. For example, select TYPE.'-1, .7. IF.Figure 2-16: Symbolic Pole Plot dialog.GEO.DCPP.0 1.22 Rev. 1 U U U'I 31 U -U -U .- U U U U IC.U '9- -U U 1- -Page 114 of 168 December 14, 2001 Calculation 52.27.A.00.732, Rev. 0, Attachment B, Page Yof 90 32 DIPS Useres Guide 4. The data in the TYPE column is Qualitative, therefore we do not have to change the Data Type (if the data were Quantitative, ie. numeric, then we would have to select the Quantitative Data Type option).

5. Notice that a list of all entries in the TYPE column appears in the Allocated list area. 6. Select OK, and a Symbolic Pole Plot will be generated, displaying symbols corresponding to the entries in the TYPE column.Figure 2-17: Symbolic Pole Plot of data in the TYPE column. Symbolic Pole Plot Legend In the Symbolic Pole Plot legend, you will notice a number in square brackets beside each label being plotted. This refers to the TOTAL number of poles with that label (ie. it accounts for the Quantity Column values). If you add the numbers in the square brackets, you will find that the total is equal to the number of Poles listed at the bottom of the legend, in this case, 61.GEO.DCPP.01.22 Rev. Il.a -a.

-61 smt 40 C 9Ia, ro W6. Piz IT LK 11 Page 115 of 168 December 14, 2001 0, ..A~tta~chment B, Page 3'of 90 Quick Tour of DIPS 33 Creating a Chart from a Symbolic Plot Now let's create a corresponding Histogram, based on our Symbolic Pole Plot. 1. Right-click on the Symbolic Pole Plot and select Create Corresponding Chart. 2. A new chart view will automatically be generated, using the same data and settings selected for the Symbolic Pole Plot.Figure 2-18: Histogram corresponding to Symbolic Pole Plot. The Chart can then be customized, if necessary, by right clicking on the Chart and selecting Chart Properties (eg. the Histogram can be converted to a Pie Chart or a Line graph). "Of course, Charts can be generated directly using the Chart option in the Select menu, the above procedure is simply a shortcut for generating a chart from an existing Symbolic Pole Plot.m GEO.DCPP.01.22 Rev. I 1'U il.5. S'6 a a a i 30 U a U U a*4=.-S Page 116 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page Ji of 90 34 DIPS User's Guide Query Data To wrap up this Quick Tour, we will demonstrate how to quickly and easily create subset files from a DIPS file, using the Query Data option. Select: Select -). Query Data You will see the Query Data dialog.I Quer Daa 3 r:Evresson'

S~~~~~~~~~~~~~~~~~~.

..... .......... ...,................... C. ... .. ..! ~OpCancer Figure 2-19: Query Data dialog. Query Data allows the user to create any sort of logical expression to query the information in any column, or any combination of columns, of your DIPS file. Lts first create a simple query which searches for all JOINTS with a ROUGH surface, ie.: TYPE = joint && SURFACE Includes rough GEO.DCPP.01.22 Rev. I-A Eli, I U lI? e tL Page 117 of 168 December 14, 2001 S..............2-. , ,Rev. 0, Attachment B, Page 4 k _ of 90 Quick Tour of DIPS 35 "Query Example I The first step in creating a query, is to create an Expression. As you can see at the top of the Query Data dialog, an Expression consists of Data, Operator and Operand.

1. In the Query Data dialog, click in the Data box at the left of the Expression area, and select TYPE from the drop-down list. 2. Click in the Operand box, and select "joint" from the drop-down list. a 3. The Expression area should now display TYPE -, : 7i%, joint. To create the query, use the buttons at the left of the a *Create Query area to enter the desired expression(s) in the area to the right of the buttons.

4. Select the Expression button in the Create Query : *area. This will enter the expression TYPE -joint in the Create Query area. 5. Select the AND button to enter the logical && operator.

a 6. Now create the Expression SURFACE Includes rough. ' 7. Select the Expression button. .8. Select OK. -A new DIPS file should immediately be generated, and a new Grid view will display the selected data. For the , =EXAMPLE.DIP file, this query should create a new file with 13 rows. Note that: a0 S" i GEO.DCPP.01.22 Rev. 1 Page 118 of 168 December 14, 2001 S. .-Calculation 52.27.100.732, Rev. 0, Attachment B, Page-!r_ of 90 36 DIPS Users Guide"* All entries in the TYPE column are "joint". "* All entries in the SURFACE column "include" the string "rough"- "sl.rough", "rough" and "v.rough'. This example also demonstrates the use of the "Includes" operator, which finds all entries "including" the substring entered as Operand in the Expression. The New File The new file created after a query is also a DIPS file, with all of the same Job Control and Traverse information as the original file. You can immediately start working with this file. For example: Select: View -+ Pole Plot to generate a Pole Plot of the new subset. Any DIPS option can now be carried out on the new file, including another query. If you want to preserve the new file, it is recommended that you save the file with an appropriate name, before proceeding with further analysis. What About the Set Column? Earlier in this tutorial, we created Sets with the Add Set Window option. When Sets are created in DIPS, a Set Column is automatically added to the Grid. You will notice in the new file created after a Query, that the Set column is preserved. GEO.DCPP.01.22 Rev. 1l'auH L or: r B) Ij ii I.) j;,j: r Page 119 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 44-of 90 Quick Tour of DIPS 37 1r However, note that the Set Column in the new file merely "preserves the Set ID information. ALL OTHER SET INFORMATION (ie. MEAN PLANES, WINDOW LIMITS, SET STATISTICS etc.) IS NOT TRANSFERRED TO THE NEW FILE. SETS, AS DEFINED IN DIPS, DO NOT "EXIST IN THE NEW FILE CREATED AFTER A *. QUERY. .lQuery Example 2 If you followed through Query Example 1, then first click in any view of the original EXAMPLE.DIP file, so that you can create another query using this file. * ,As a final step in this Quick Tour of DIPS, we will demonstrate how to create a new file from a Set, using Query Data. . Since the Set Column records the Set ID of data belonging to Sets, this is simply a matter of querying the Set Column for the desired ID(s). "Select: Select -Query Data .ýXr 1. 1. In the Query Data dialog, create the Expression Set 2: & ~= 1. : Z 2. Select the Expression button. S.3. Select OK. ..You should now be looking at a new Grid view, containing only the data in Set 1. Notice that all of the data in the .-., SET Column of the new file = 1, as we would expect. .:This demonstrates how easily new files can be created from Sets in DIPS using Query Data. -:, , GEO.DCPP.01.22 Rev. 1 Page 120 of 168 December 14, 2001 Calciilhti6n 52.27.100.732,"Rev. 0, Attachment B, Page 90.38 DIPS User's Guide Verify that the new Grid contains the Set 1 data, by creating a Pole Plot, and comparing with the Sets you created in the EXAMPLE.DIP fle. The poles in the new file should correspond to the poles within the Set Window for Set 1. More Query examples can be found in the DIPS Help System. That concludes this Quick Tour of DIPS.GEO.DCPP.0 1.22 Rev. 1 i I i V I U S U U I B S U' SI SI SI SI a' I, Page 121 of 168 December 14, 2001 p I I Calculation 52.27.100.732, Rev. 0, Attachment B, Page 4'of 90 Creating a DIPS File 39 Creating a DIPS File -_ UJ:-In this tutorial we outline the steps necessary to create S... " "the EXAMPLE.DIP file, which you will be familiar with if ..followed the Quick Tour of DIPS in the previous

i: chapter. ; : ~If you have not already done so, run DIPS by double-.'.

2 .& clicking on the DIPS icon in your installation folder. Or ~from the Start menu, select Programs --* Rocscience = ~Dips -+ Dips. * : " If the DIPS application window is not already maximized, _ ~maximize it now, so that the full screen is available for ;: S..... mviewing the data. , -U: tELEXAMPLEPDIP File Since we will be re-creating the EXAMPLE.DIP fiby le t's -first examine this file. SR6 ~~ GEO.DCPP.01.22 Rev. 1 Page 122 of 168 December 14, 2001*- i.. a 4C -. la.

-..,- ..Calculation 52.27..100.732ý Rev. 0, Attachment B, Page 46 of 90 40 DIPS User's Guide If you have already taken the Quick Tour of DIPS in the previous chapter, then proceed on to the next section (New File). If you have NOT taken the Quick Tour, then open the EXAMPLE.DIP file, which you will find in the Examples folder in your DIPS installation folder. A DIPS file is always opened by displaying a Grid View (spreadsheet) of the data. Maximize the Grid View.Figure 3-1: Grid View of EXAMPLE.DIP file. Notice that this file contains the following columns:

Two Orientation Columns
A Quantity Column
A Traverse Column
Three Extra Columns When you have finished examining the EXAMPLE.DIP data, close the file, and we will discuss how to re-create this file from scratch.GEO.DCPP.01.22 Rev. 1 S... ...... t....... .. ...~ .....aA ~ 0- Od- -.-. 0-f -. l I W AOMS Tin I ~.Sj a~ Si F -nn ... ...... ... ..... 93 hr.r " --"* ...... I-..... i ...... ... ! ii S... ....... _._ -3.- t -4 : , UZI ar 1W I : I. I: .. ti i Page 123 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 46 of 90 I Creating a DIPS File 41 To begin creating a new DIPS file, select New from the File menu or the Standard toolbar.

Select: File -+ New You will see the following blank DIPS spreadsheet, which contains:

Two Orientation Columns
100 rows Figure 3-2: Grid View of New File. If you have not already, maximize the Grid View. As you can see from the titles of the two Orientation Columns, the default Global Orientation Format for a New file is DIP/DIPDIRECTION.

For this example, we need to change this to STRIKE/DIP (right hand rule). This is done through the Job Control option.GEO.DCPP.0 1.22 Rev. 1 New File Ne Fl A a if m a U i6.ml w ,o Page 124 of 168 December 14, 2001 S .... ... ICalculation 52.27.100.732, Rev. 0, Attachment B, Page 40of 90 42 DIPS User's Guide Job Control When creating a new DIPS file, you will generally need to use the Job Control option before proceeding to enter data. Select: Setup -4 Job Control Job Cotrol E* 4 -Figure 3-3: ,Job Contl dialog. For this example, we need to configure the: "* Global Orientation Format "* Declination "r Quantity Column Global Orientation Format The Global Orientation Format in the Job Control dialog determines how DIPS will interpret the data in the two Orientation Columns.'1 L C. 6F,.GEO.DCPP.01.22 Rev. I Page 125 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page kf of 90 Creating a DIPS File 43 Mixed orientation formats can be combined in the "same DIPS file by using the Traverse Orientation Format a al...'c-:-. . -r --GEO.DCPP.01.22 Rev. I For this example, most of our data is in STRIKE/DIP (right hand rule) format, so change the Global Orientation Format to STRIKE/DIPR. NOTE: Mixed orientation formats CAN BE COMBINED IN THE SAME DIPS FILE by using the optional Traverse Orientation Format, described later in this tutorial. Declination Enter a Declination of-5.5. The Declination is typically used to correct for magnetic declination, but can be used to adjust to grid north. Note that the declination is ADDED to all azimuth values, therefore a POSITIVE value corrects for WEST declination, and a NEGATIVE value corrects for EAST declination (which is the case in this example). Quantity Column A Quantity Column in a DIPS file allows the user to record single data entries which refer to multiple identical features having the same orientation. Select the Quantity Column checkbox in the Job Control dialog. We are now done with the Job Control dialog. Select OK, and note the following changes to the spreadsheet: "* The titles of the two Orientation Columns are now Strike (Right) and Dip. " A Quantity Column has been added to the spreadsheet. For convenience, the Quantity Column values are initially set to 1 when the column is created. The user can enter higher values as necessary (eg. 2, 3, 4...)N-I-Page 126 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 4?' of 90 44 DIPS User's Guide Figure 3-4: Quantity Column added to spreadsheet. Traverses Traverses are used to group data units, and are also used by DIPS to weight the data to correct for measurement bias. To define Traverses: Select: Setup -* Traverses You will see the Traverse Information dialog. The EXAMPLE.DIP file uses four Traverses, so select the Add button four times.GEO.DCPP.01.22 Rev. 1* k-- ., tz;i OL -1' iIi !s L December 14, 2001 Page 127 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page _'. of 90 Creating a DIPS File 45 ty a Ti GEO.DCPP.01.22 Rev. 1 a aI Figure 3-5: Traverse Information dialog. Enter the following information for the four Traverses. ID Format Type Or1 Or2 Or3 Comment 1 STRIKE/ LINEAR 120 30 Traverse I DIPR 2 STRIKE/ PLANAR 100 10 Traverse 2 DIPR 3 BORE 20 145 120 Traverse 3 HOLE 4 DIP/ PLANAR 10 190 Traverse 4 DIPDIRECTION Table 3-1: Traverse Information for EXAMPLE.DIP file. Traverse ID The Traverse ID can be any integer value greater than 0. Each Traverse must have its own unique ID. Traverse Orientation Format The Traverse Orientation Format is very important, because it allows the user to combine mixed orientation formats in the same DIPS file.Page 128 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page '- of 90 46 DIPS Users Guide Whenever the Traverse Orientation Format is different from the Global Orientation Format, DIPS will interpret the orientation data for the Traverse according to the Traverse Orientation Format. In this example: " l Traverses I and 2 have the same data format as the Global Orientation Format (STRIKEIDIPR). S12 "* Traverse 3 is a BOREHOLE traverse. The Traverse Orientation Format is not applicable, since data is measured in terms of alpha and beta angles on the oriented core. See the DIPS Help system for detailed Ip discussion of BOREHOLE traverses. " Traverse 4 uses a different orientation format from the Global Orientation Format. In this case, the data on Traverse 4 is in DIP/DIPDIRECTION format. Traverse Type Four Traverse Types are available in DIPS:

LINEAR
PLANAR
BOREHOLE
CLINORULE Traverse Orientation The orientations required to define the Traverse Orientation depend on the Traverse Type, and may also L depend on the Traverse Orientation Format.
Traverse 1 is a LINEAR traverse.

For a LINEAR traverse, the Orient 1 and Orient 2 values are always in TREND/PLUNGE format.December 14,2001 GEO.DCPP.01.22 Rev. I Page 129 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, PageS 3 l'of 90 Creating a DIPS File 47 .Traverse 2 is a PLANAR traverse. For a PLANAR "traverse, the Orient 1 and Orient 2 values correspond .to the Traverse Orientation Format, in this case STRIKE/DIPR. Traverse 3 is a BOREHOLE traverse, which requires ': THREE orientations to define. See the DIPS Help system for details. ..Traverse 4 is a PLANAR traverse. In this case, the Traverse Orientation Format is DIP/DIPDIRECTION, therefore the Orient 1 and Orient 2 values are in "DIP/DIPDIRECTION format. Traverse Comment An optional Traverse Comment can be added for each Traverse, to further identify / describe each traverse. ~ :m You may inspect the original EXAMPLE.DIP file to view the comments added for these four traverses. Traverse Column When you are finished entering the Traverse Information, select OK, and you will see that a Traverse Column has been added to the spreadsheet, after the Quantity Column. To The Traverse Column is for recording the Traverse ID of each data unit. In this case, 1, 2, 3 and 4. V -Also notice that the titles of the two Orientation Columns -now Orient 1 and Orient 2, instead of StrikeR and Dip. Since there are mixed orientation formats in this data file (remember that the Traverse Orientation Format for Traverse 4 is DIP/DIPDIRECTION while the Global -.Orientation Format is STRIKE/DIPR), the titles of the Orientation Columns are simply Orient 1 and Orient 2, to avoid misinterpretation of the data. GEO.DCPP.01.22 Rev. I Page 130 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page <&of 90 48 DIPS User's Guide Figure 3-6: Traverse Column added to spreadsheet. Extra Columns In DIPS, any columns AFTER the two mandatory Orientation Columns, and the optional Quantity and Traverse Columns (if present), are referred to as Extra Columns. Extra Columns can be used to store any other QUANTITATIVE or QUALITATIVE data that the user wishes to record. Recall that the EXAMPLE.DIP file used three Extra Columns:

SPACING TYPE
SURFACE Extra Columns are added to the DIPS spreadsheet with the Add Column option in the Edit menu. Page 131 of 168 December S.... .. .. .i ..... ... ........ i. .. ... .., :. E a ....... a-g- ... ..... . U .5 :.. , U: 5: U U _ _ _iii !i I. GEO.DCPP.01.22 Rev. I 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page $_of 90 "Creating a DIPS File 49 Q ,Add Column -; Since Extra Columns can only be added AFTER the Orientation, Quantity and Traverse Columns, the current highlighted spreadsheet cell must be either:
IN AN EXISTING EXTRA COLUMN, or -* IN THE LAST OF THE ORIENTATION, QUANTITY, OR TRAVERSE COLUMNS, AS APPLICABLE, in order for the Add Column option to be enabled.

In this case, since no Extra Columns currently exist, click -the mouse in the Traverse Column. The Add Column -option will be enabled. Select: Edit --+ Add Column You will see the Add Column dialog, allowing you to enter .-the column name. Enter the name SPACING,M: Column Name.'\~ san Figure 3-7: Add Column dialog. -The title of Extra Columns Select OK to add the Extra Column. Notice that the title always displayed in of Extra Columns is always displayed in UPPERCASE, -UPPERCASE. regardless of how the name was actually entered in the Add Column dialog. Now let's add the TYPE and SURFACE Extra Columns. An alternative way to add an Extra Column, is to RIGHT CLICK on the title of an existing Extra Column, or the * -LAST of the Orientation, Quantity or Traverse columns, as applicable. For example: GEO.DCPP.0 1.22 Rev. 1 Page 132 of 168 December 14, 2001 .Calcultion 52.27100.732, Rev. 0, Attachment B, Page '6 of 90 50 DIPS User's Guide 1. Right-click the mouse on the title of the SPACING,M r column which you just created.

2. Select Add Column from the right-click menu. 3. Enter the name TYPE in the Add Column dialog, and select OK, and the TYPE Extra Column will be added 'arz to the spreadsheet.

4. Now right-click the mouse on the title of the TYPE I column. 5. Select Add Column from the right-click menu. Q 6. Enter the name SURFACE in the Add Column dialog, and select OK, and the SURFACE Extra Column will be added to the spreadsheet.

Congratulations! You have now re-created all of the 1k, columns of the EXAMPLE.DIP file. You are now ready to 11- . start entering data. ..... ...... ....... .. .. S... _ _ _ ..... _...... _ -... ....... _... .......... ..: ; .!.-:,-, , 1:4 Figure 3-8: Three Extra Columns added to spreadsheet. C _ GEO.DCPP.0 1.22 Rev. 1 Page 133 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page $V of 90 Creating a DIPS File 51 Q ..'. .'.V .I 47: To conclude this tutorial, we will: "* Open the EXAMPLE.DIP file, and copy the data into our new file. "* Generate Pole Plots for both files, and hopefully they will be identical! Select: File -* Open Navigate to the Examples folder in your DIPS installation folder, and open the EXAMPLE.DIP file. Tile the two views. Select: Window -+ Tile Horizontally

1. In the EXAMPLE.DIP spreadsheet, click on the ID button at the upper left corner, to select the entire spreadsheet.

2. Right-click the mouse anywhere in the EXAMPLE.DIP spreadsheet and select Copy. 3. Now left-click the mouse in the FIRST cell of the new spreadsheet (ie. the Row 1 , Orient 1 cell). 4. Right-click the mouse anywhere in the new file spreadsheet, and select Paste. 5. The data from the EXAMPLE.DIP file should now be pasted into the new file. 6. Let's verify that we have correctly re-created the EXAMPLE.DIP file. Select View -- Pole Plot GEO.DCPP.01.22 Rev. I Entering Data L.. C. Page 134 of 168 December 14, 2001

.,...Ca.lcu!ation 52.27.100.732, Rev. 0, Attachment B, Pages_ of 90.52 DIPS User's Guide A 7. This will generate a Pole Plot of the data in the new file. 8. Now click the mouse anywhere in the EXAMPLE.DIP , spreadsheet, to make it the active view. Select View -+ Pole Plot 9. This will generate a Pole Plot of the EXAMPLE.DIP file. 10. Tile the views. "Select: Window -- Tile Vertically

11. Compare the two Pole Plots. They should be identical.

If not, then examine the Job Control and Traverse it dialogs of the new file, and make sure they are the . same as the EXAMPLE.DIP file. Also check that the 6 : data in the new file ends at the fortieth row, since the EXAMPLE.DIP file contained forty rows. That concludes this tutorial. If you wish you can save the new file, and then read it back in again. Notice that the blank rows after the fortieth row are no longer present after saving the file. 4I :1 .. ei i GEO.DCPP.01.22 Rev. 1 Page 135 of 168 December 14, 2001 Cal!#tion 52.27.100.732, Rev. 0, Attachment B, Page A of 90 Toppling, Planar Sliding, Wedge Sliding 53 Toppling, Planar Sliding, Wedge Sliding This advanced DIPS tutorial uses the example file EXAMPPIT.DIP, which you should find in the Examples folder of your DIPS Installation folder. The data has been collected by a geologist working on a single rock face above the first bench in a young open pit mine.aI Current floor position Local bench slopes Overall pit slope (45 degrees)V 4 V The rock face above the current floor of the existing pit has a dip of 45 degrees and a dip direction of 135 degrees. The current plan is to extend the pit down at an overall angle of 45 degrees. This will require a steepening of the local bench slopes, as indicated in the figure above.GEO.DCPP.01.22 Rev. I a U a a a a a a-a 'S r -i': Page 136 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page S of 90 54 DIPS User's Guide The local benches are to be separated by an up-dip distance of 16m. The bench roadways are 4m wide.EXAMPPIT.DIP File First open the EXAMPPIT.DIP file.Select: File -> Open Navigate to the Examples folder in your DIPS installation folder, and open the EXAMPPIT.DIP file. Maximize the view. S ........... ... ,l .2l ~ 22 Figure 4-1: EXAMPPIT.DIP data. The EXAMPPIT.DIP file contains 303 rows, and the following columns:

The two mandatory Orientation Columns
A Traverse Column
5 Extra Columns Let's examine the Job Control information for this file.GEO.DCPP.01.22 Rev. I E[A*I -TT -sw I 2 2 2 c 7 -* -143 2 43 ___ i .2 _ ... ..... 22. ...........

......... .. 5.122"5.l .'U. a- q Li& I 'Page 137 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page of 90 Toppling, Planar Sliding. Wedge Sliding 55 a1 ]i I+l .3 "'-" ]!i I 1mli !1 ::1.': : GEO.DCPP.01.22 Rev. 1 Job Control Select: Setup -Job Control ý'ProjeqTit-# J, Surfatce Structure Survey -#3 Pit Slope -B F.O.P MINE M.Diederichs 11/07/92 Surveyed on bench plane at ýDe~atSetup diol6Sajbi'ieno' Forrt' -I.DIP/DIPDIRECTION ' Fige 4:oentatio n Fom atEXAMPPIT.DIP f -Declination (degrees, West .ve)' j j, O-uantr~y'Coiumn Traverse~s Figure 4-2: Job Control information for EXAMPPIT.DIP file. Note the following: " the Global Orientation Format is DIP/DIPDIRECTION " The Declination is 7.5 degrees, indicating that 7.5 degrees will be added to the dip direction of the data, to correct for magnetic declination " The Quantity Column is NOT used in this file, so each row of the file represents an individual measurement. Traverses Let's inspect the Traverse Information. You can select the Traverses button in the Job Control dialog (the Traverses dialog is also available directly in the Setup menu).Page 138 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page (_ of 90 56 DIPS User's Guide As you can see in the Traverse Information dialog, this I file uses only a single traverse: a The Traverse is a PLANAR traverse, with a DIP of 45 degrees and a DIP DIRECTION of 135 degrees (ie. the face above the survey bench, as you can read in the 3 Traverse Comment). ' a , Note that the Traverse Orientation Format is the -. same as the Global Orientation Format 5 (DIP/DIPDIRECTION), as we would expect for a file 6 with only a single traverse defined. 3.. Select Cancel in the Traverse Information dialog. Select Cancel in the Job Control dialog. ¶ "Pole Plot Now generate a Pole Plot of the data. -I Select: View-- Pole Plot Feature attribute analysis can be carried out on a Pole Plot with the Symbolic Pole Plot option. Let's create a Symbolic Pole Plot based on the discontinuity type (ie. the data in the TYPE column). l. Right-click on the Pole Plot and select Symbolic Pole Plot. In the Symbolic Pole Plot dialog: 1 1. Change the Plot Style to Symbolic Pole Plot, and select TYPE from the pull-down list of column names. 'i 2. The Data Type for this column is Qualitative, which is the default selection, so just select OK to generate the . Symbolic Pole Plot. Li GEO.DCPP.01.22 Rev. 1 Page 139 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 5.of 90 Toppling, Planar Sliding, Wedge Sliding 57 Observe the clustering of joint bedding and shear "features on a Symbolic Pole Plot.-4.Use Add Plane to add a great circle representing the pit slope on the stereonet.Figure 4-3: Symbolic Pole Plot of discontinuity TYPE. Great circle representing the pit slope has also been added. In the above figure, you will notice that a great circle has been added to the plot, representing the pit slope. Planes are added to stereonet plots with the Add Plane option, as described below. Add Plane Before we add the plane, let's change the Convention. In DIPS, orientation coordinates can be displayed in either Pole Vector (Trend/Plunge) format, or Plane Vector format. Right now we want to use the Plane Vector Convention, which for this file is DIP/DIPDIRECTION, since this is the Global Orientation Format.GEO.DCPP.01.22 Rev. I Look closely at the data clustering and the data TYPE. Note the clustering of bedding features and the two clusters of shear features. These may behave very differently from similarly oriented joints or extension fractures, and should be considered separately. 5* I'J :: ,.,*T W !'.=.- ,:, .! , " "" .! , :"J !- r.T rfPE 0-191 EmW PA., L~SW Ph Page 140 of 168 December 14, 2001 ..... .ation 52.27.100.732, Rev. 0, Attachment B, Page &1 of 90 .58 DIPS User's Guide To change the Convention, click the left mouse button on the box at the lower right of the Status Bar, which should currently display Trend/Plunge. It should then display Dip / DipDirection. The Convention can be toggled at any time in this manner. Now let's add the plane. LM Select: Select -+ Add Plane 1. On the Pole Plot, move the cursor to APPROXIMATELY the coordinates 45 / 135 (Dip I DipDirection). Remember that the cursor coordinates are displayed in the Status Bar. 2. Click the LEFT mouse button, and you will see the Add Plane dialog.[Add Plae -xl pit slope :-. DIPIenePLRb&-IO P 13 :Darn dight~eflveio~p'ev .. Figure 4-4: Add Plane dialog. 3. If you did not click at exactly 45 I 135, don't worry, you can now enter the exact coordinates in the Add Plane dialog. 4. You can also enter an optional descriptive label, for .example, "pit slope". If you wish, you can clear the ID checkbox, so that only the label "pit slope" appears.

5. Select OK, and the plane (great circle) representing the overall pit slope, will be added to the plot.GEO.DCPP.01.22 Rev. 1 QW"? IL L Page 141 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 90 Toppling, Planar Sliding, Wedge Sliding Contour Plot 59 Now let's view the contoured data. Select: View -+ Contour Plot Figure 4-5: Unweighted Contour Plot of EXAMPPIT.DIP data. A useful rule of thumb is that any cluster with a maximum concentration of greater than 6% is very significant.

4-6% represents a marginally significant cluster. Less than 4% should be regarded with suspicion unless the overall quantity of data is very high (several hundreds of poles). Rock mechanics texts give more rigorous rules for statistical analysis of data. Now let's apply the Terzaghi Weighting to the data, to account for bias correction due to data collection on the (planar) traverse. Select: View -+ Terzaghi Weighting'S Vol GEO.DCPP.01.22 Rev. I"t 7 4.-.,, l.. 000- "100- 200% 100- 3.OD % 3OD- 4 DI% 400- 50D% W 5 100%- 91% Do 9-00% 0 9.0 C00 , .0- Io 'Ok M. L- 7 e0ft 303 PM, l 303 £0..ur;2Page 142 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page (, of 90 60 DIPS User's Guide Observe the change in adjusted concentration for the set nearly parallel to the mapping face (the "bedding plane" joint set). 00......... .0. 0 .. .......... ....______.00.m 7 o "'e ,i;.: -:;::-.::::::i:. ::,.

Figure 4-6: WEIGHTED Contour Plot of EXAMPPIT.DIP data. See the DIPS Help system for more information about the Terzaghi Weighting procedure used in DIPS. The Terzaghi Weighting option works as a toggle, so re select the option to restore the original unweighted Contour Plot. Select: View -+ Terzaghi Weighting Contours can be overlaid on a Pole Plot with the Overlay Contours option. Let's do that now.GEO.DCPP.01.22 Rev. 1 Frml 000 100% I W- 2010% 100-0 00% 2 00- 1000% 30D- 400% E 00- 000% 60OD- 7 OD% 7 00- 100% a W -900% 90 OD-000% 1 '0 65100% TElg. C~" 303 000. 303 0161.Observe the effect of bias correction on the bedding plane joint set in particular.

1 I Ii

Ii 1K A
I 0 A '1 a- It Page 143 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page (sof 90 Toppling, Planar Sliding, Wedge Sliding 61 Overlay of Contours and PolesLMi To overlay contours, let's first view the Pole Plot again. Select: View -+ Pole Plot Note that the Symbolic Pole Plot is still in effect, and does NOT get reset when you switch to viewing other plot types (eg. the Contour Plot). To overlay contours:

Select: View -+ Overlay Contours Let's change the Contour Mode to Lines, so that the Poles are easier to see. Select: Setup -+ Contour Options In the Contour Options dialog, set the Mode to Lines and select OK. TIl M .. S ... 'I... .. .IA1 Figure 4-7: Overlaid Contours on Pole Plot.GEO.DCPP.01.22 Rev. 1 a a r U a a L~i a a U a U ,'*. 'U a 'U TYPE S Ea (27 305E.Vida T, e" Page 144 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0,.Attachment B, Page 0 of 90 62 DIPS User's Guide Although the SHEARS are not numerous enough to be represented in the contours, they may have a dominating influence on stability due to low friction angles and inherent persistance. Notice that the Shears in this example are not represented in the contours. This is because the number of mapped shears is small. However, due to the low friction angle and inherent persistence, the shear features may have a dominating influence on stability. It is always important to look beyond mere orientations and densities when analyzing structural data.Creating Sets Now use the Add Set Window' option to delineate the joint contours, and create four Sets from the four major data concentrations on the stereonet. Select: Sets --> Add Set Window See the Quick Tour of DIPS, the first tutorial in this manual, for instructions on how to create Sets. Also see the DIPS Help system for detailed information. Figure 4-8: Set Windows formed around the four principal joint sets, using the Add Set Window option.GEO.DCPP.01.22 Rev. I I 5. S. em I r r e e e W -0 303 Er5 Page 145 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page (A_ of 90 Toppling, Planar Sliding, Wedge Sliding 63 Note that in Figure 4-8, the display of the planes was hidden using the Show Planes option. Show Planes can be used at any time to show or hide the planes on any given view.Surface Condition For stability analysis it will be necessary to assume a value for friction angle on the joint surfaces. For the purpose of estimating a friction angle, we will create a Chart of the data in the SURFACE column of the EXAMPPIT.DIP file. Select: Select -+ Chart In the Chart dialog, select SURFACE from the pull-down list of columns.: XI -Dfktato PR0t 'iISURFACE iz i0661iat"v (e.g. joint shear. beddingy, wFPlotType' SetFilter K~Hstogram ISe Zi~iZ Cancel Figure 4-9: Chart dialog.GEO.DCPP.01.22 Rev. I-m FAILURE MODES- 9W --d J!Page 146 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 0 of 90 64 DIPS Users Guide Also, for the purpose of our first analysis, which will be a toppling analysis, we are concerned primarily with the joint set at the lower right of the stereonet. Use the Set Filter option in the Chart dialog, to select this Set (in this example, Set ID = 4, yours may be different, depending on the order in which you created the Sets). Select OK, and the Chart will be created.View the SURFACE properties and estimate a frction angle.Figure 4-10: Histogram of SURFACE properties for joint set 4. The joint set illustrated above is predominantly rough (considering both "rough" and "v.rough" features), and so a friction angle of 35 -40 degrees (a conservative estimate) will be used. We are finished with the Chart, so close the Chart view and we will return to the stereonet. GEO.DCPP.01.22 Rev. 1 1.3 ~ ~ ~3 ________ __ ME B ~ -- --. ---.-----LIU .Ij fi 9 4s Q!& M C* V, E? 06 r q. .Q ;ýSURFACE -SO 4 K CLOI.

k-Page 147 of 168 December 14, 2001 Calculation-52.27.100.732, Rev. 0, Attachment B, Page l~of 90 Toppling, Planar Sliding. Wedge Sliding 65 Statistical Info We will now add some statistical information to the Pole "Plot, by displaying Variability cones around the mean Set orientations. (The shears will be considered separately where appropriate).

If you are still viewing the overlaid Contours on the Pole Plot, toggle this off by re-selecting Overlay Contours. Select: View -- Overlay Contours Variability Cones -Variability cones are displayed through the Edit Sets dialog. __ Select: Sets -- Edit Sets 1- 1 !Set (unweigIhted' 7 .1181 :1M I_ 2 1 !Set (weighted 1-9 18 1ý-____________ 3 2'St~uweghtd)57 133 IM 4. 2 iSez Lweighted) 156 134 1=11 513 3 Set (uneighted) 75 F89 :l![6j:: :-3wahtd S7 Tr- I rJ4" iSet (uwweeii~ed) 71 132 _____1 -________ I7. r 7 -* : ;,. I ,. -_- ' : ' , : .; ' ." -i; [ ;=- .' .L i .. ..." , Figure 4-11: Edit Sets dialog. For the remainder of this tutorial we will be dealing with WEIGHTED Set information, so select Weighted planes in the Type of Planes pull-down in the Edit Sets dialog.GEO.DCPP.01.22 Rev. 1'I.'Page 148 of 168 December 14, 2001 ....... .cuti.52,27.1.00. 7 3 2 , Rev. 0, Attachment B, Page 1. of 90 66 DIPS Usees Guide k~ 1. Notice that only the WEIGHTED planes are now listed in the dialog. r . 3. 2. Select all four planes by selecting the row ID buttons NAP at the left of the dialog. You can click and drag with 0 . the mouse, or use the Shift and / or Ctrl keys in I conjunction with the mouse, to make multiple selections.

3. Select the Variability checkbox.

4. Select the One Standard Deviation and Two Standard I Deviation checkboxes.

5. Select OK. I . You now have variability cones representing one and two l standard deviations of orientation uncertainty centered " on the calculated means. If you previously toggled the display of planes OFF with t the Show Planes option, toggle the display back ON again, by re-selecting Show Planes, since we want to view the . Added Plane representing the pit slope. Select Select Show Planes However, we do not currently want to display the MEAN I planes, so let's toggle their visibility OFF for now. We'll revisit the Edit Sets dialog. Select Sets --+ Edit Sets I 1. Select ALL planes. UI.. 2. Clear ALL Visibility checkboxes (ie. Pole, Plane, ID and Label). o 3. Select OK. Your screen should look like Figure 4-12. C " December 14, 2001 GEO.DCPP.

0 1.22 Rev. I Page 149 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page j:&f 90 Toppling, Planar Sliding, Wedge Sliding 67 C-a a a a a U U A TOPPLING ANALYSIS. using stereonets is based on: 1) Variability cones indicating the extent of the joint set population., 2) A Slip Limit based on the joint friction angle and pit slope. 3) Kinematic considerations. Toppling (The following analysis is based on Goodman 1980. See the reference at the end of this tutorial). Using the variability cones generated above, proceed with a toppling analysis. Assume a friction angle of 35 degrees, based on the surface condition of the joints (see Figure 4 10). Planes cannot topple if they cannot slide with respect to one another. Add a second plane representing a "slip limit" to the stereonet with the Add Plane option. Select Select -+ Add Plane Position the cursor at APPROXIMATELY 10 / 135 (Dip / DipDirection) and click the left mouse button.a U U GEO.DCPP.01.22 Rev. 1 0 B a5* 1. ____________ -.'Figure 4-12: Variability cones displayed on Pole Plot.wt Ii ~ tlJ 303 POn 303 fr-.a a U U a U-T ,.,-. 5.2 Page 150 of 168 December 14, 2001 .Calculation 52.27.100.732, Rev. 0, Attachment B, Page Is of 90 68 DIPS Users Guide In the Add Plane dialog, if your graphically entered coordinates are not exactly 10 / 135, then enter these exact coordinates and select OK. .. NOTE: the DIP angle for this plane is derived from the PIT SLOPE ANGLE -FRICTION ANGLE = 45 -35 = 10 degrees. The DIP DIRECTION is equal to that of the face a... (135 degrees). Goodman states that for slip to occur, the bedding normal must be inclined less steeply than a line b 0. inclined at an angle equivalent to the friction angle above the slope. US Next, use the Add Cone option to place kinematic bounds6 on the plot. When specifying cone angles, remember that the angle is measured from the cone axis. C [4] Select: Tools -Add Cone Click the mouse anywhere in the stereonet, and you will see the Add Cone dialog. Enter the following values: Punge 10 c

A n I .. .e .1: ' ,:; I.I ,: These values are derived as follows: "* The Trend is equal to the DIP DIRECTION of the face plus 90 degrees (135 + 90 = 225). 1;. " The 60 degree cone angle will place two limits plus I minus 30 degrees with respect to the face DIP DIRECTION as suggested by Goodman -planes must be within 30 degrees of parallel to a cut slope to topple. An earlier 15 degree limit proposed by Goodman was found to be too small. r~i GEO.DCPP.01.22 Rev. 1 Page 151 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page "/'of 90 Toppling, Planar Sliding. Wedge Sliding 69 V ,. ,q tA . M --,-'The zone outlined in Figure 4-13 is the toppling region. Any POLES plotting within this region indicate a toppling nsk....Figure 4-13: Toppling risk is indicated by the relative number of poles within joint set which fall within the outlined pole toppling region. Visual estimate indicates about 25 -30% toppling risk for joint set 4, based on the 95% variability cone. The two variability cones give a statistical estimate of the toppling risk for the joint set in question.

A visual estimate indicates that 25 -30% of the theoretical population of joint set 4 falls within the toppling zone. It could be said that, ignoring variability in the friction angle, there is an approximate toppling risk of 30%. Frictional variability could be introduced by overlaying additional slip limits corresponding to say 30 and 40 degrees.GEO.DCPP.01.22 Rev. 1 Select OK on the Add Cone dialog. The zone bounded by these new curves (outlined in Figure 4-13 below) is the toppling region. Any Poles plotting within this region indicate a toppling risk. Remember that a near horizontal pole represents a near vertical plane.TYPE 303 E..:ý A.W ww i'ýi .i~ "a:.::J-=: 6ý 0A oi ' .: ' :!: r: " : Page 152 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page "J of 90 70 DIPS Users Guide Planar Sliding Before we proceed with the Planar Sliding analysis, let's A PLANAR SLIDING analysis first delete the cone added for the Toppling analysis. uses Variability Cones, a Friction cone, and a Daylight Select: Tools -- Delete -a. Delete All SEnvelope, to test for combined frictional and kinematic possibility of planar This will delete the cone, and also any Added Text and sliding. Arrows which you may have added to the view. Now, in the Edit Planes dialog, we will: 0 delete the "slip limit" plane that we added for the Toppling analysis, and 0 display a Daylight Envelope for the pit slope plane. Select: Select Edit Planes 1 ,1 145 1135 11= l,wipil slope :.. r e Figure 4-14: Edit Planes dialog. 1. Select the second Added Plane and select Delete. 2. Select the first Added Plane (the Pit Slope), and select the Daylight Envelope checkbox.GEO.DCPP.01.22 Rev. I Z". Wrj EL!Pr.. .,' * ]:(: Page 153 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page of 90 Toppling, Planar Sliding. Wedge Sliding 71 3. Select OK. Q Daylight Envelope for the Pit Slope plane should be visible on the stereonet. A Daylight Envelope allows us to test for kinematics Q _(ie. a rock slab must have somewhere to slide into "free space). Any pole falling within this envelope is kinematically free to slide if frictionally unstable. Q Finally, let's place a POLE friction cone at the center of the stereonet. Select: Tools -- Add Cone Click the mouse anywhere in the stereonet, and enter the following values in the Add Cone dialog: 6 90 Select OK. Note that the friction angle is equal to our friction estimate of 35 degrees, determined earlier in this tutorial. Any pole falling outside of this cone represents a plane which could slide if kinematically possible. The crescent shaped zone formed by the Daylight Envelope and the pole friction circle therefore encloses the region of planar sliding. Any poles in this region represent planes which can and will slide. See Figure 4-15.GEO.DCPP.01.22 Rev. I Page 154 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 1T of 90 72 DIPS Usees Guide ai M W'-:'* -s-!0-0aA* ME f wsli NI Note that a POLE friction cone angle is measured from DAYr*ArE 2EL the center of the stereonet. ?E .POLE FRICTOQN COM I 'V W03Eos35 .*.7-I E".I.. Figure 4-15: Planar sliding zone is represented by crescent shaped region. Only a small area overlaps the bedding joint set, therefore the risk of planar sliding is minimal. Again, the variability cones give a statistical estimate of failure probability. Only a small percentage (< 5 %) of I the bedding joint set falls within this zone. Planar sliding is unlikely to be a problem. .i NOTE: We have been using EQUAL ANGLE projection C throughout this analysis. When making visual estimates of clusters and variabilities, it is actually more " appropriate to use EQUAL AREA projection to reduce I' areal distortion and improve visual estimates. Wedge Sliding It has been shown that a sliding failure along any of the joint planes is unlikely. However, multiple joints can form wedges which can slide along the line of intersection between two planes. Li" Page 155 of 168 GEO.DCPP.01.22 Rev. I December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Pagel__ of 90 V. U! I Toppling, Planar Sliding, Wedge Sliding 73 For this analysis, let's switch to the Major Planes plot, which allows us to view planes only on the stereonet, without poles or contours. Select: View -> Major Planes Before we proceed with the Wedge Sliding analysis, let's first delete the cone added for the Planar Sliding analysis. Select: Tools -* Delete -+ Delete All This will delete the cone, and also any Added Text and Arrows which you may have added to the view. Next, let's hide the Daylight Envelope for the pit slope, since we do not need it for this analysis. Select: Select -+ Edit Planes In the Edit Planes dialog, select the pit slope plane, and clear the Daylight Envelope checkbox. Select OK. Next, in the Edit Sets dialog, we want to make the WEIGHTED MEAN planes visible (which we hid earlier in this tutorial), and also hide the Variability cones.* 2>Select: Sets -+ Edit Sets In the Edit Sets dialog, select the four WEIGHTED MEAN planes, and select the Plane visibility checkbox ONLY Also, clear the Variability Cone and Standard Deviation checkboxes. Select OK Finally, let's add a PLANE friction cone to the stereonet. Select: Tools -* Add Cone Click the mouse anywhere in the stereonet, and enter the following values in the Add Cone dialog: S GEO.DCPP.01.22 Rev. 1 w:....v"'.Page 156 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 1'¶ of 90 74 DIPS Users Guide-.9 .. XI PI 155d.~l O Note that a PLANE fMction cone angle is measured from the perimeter (equator) of the : " stereonet. ýWEDGE SLIDING may occur if the mean joint set orientation INTERSECTIONS fall w*hin the zone defined by ...the fNction cone and the pit s, lope.NOTE: this time we are not dealing with poles but an actual sliding surface or line, so that the friction angle (35 degrees) is taken from the EQUATOR of the stereonet, and NOT FROM THE CENTER as before. Therefore the angle we enter in the Add Cone dialog is 90 -35 = 55 degrees. Select OK, and your plot should appear as follows: Figure 4-16: Major Planes Plot showing WEIGHTED MEAN planes, pit slope and friction cone. Wedge sliding zone is represented by crescent shaped region. Since no plane intersections (black dots) fall within this region, wedge sliding failure should not be a concern.GEO.DCPP.01.22 Rev. I-' t ar. C a. e -. Lk PLANE FRPCtK*4ONE ¢0 0ý 1 045, 135 1 n,0701 361 3 m 075 1fi 35"3w 074189 4 01 0Ir1328 20m 0571133 2w 303P 503045.WED0GE SI.COGZCNE Page 157 of 168 December 14,2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page V of 90 01" bi e '3 Using the procedure described above for a wedge analysis,: the stability of discrete combinations of shear planes, or of shear planes with the mean joint orientations, maybe analyzed. g!3/4Toppling, Planar Sliding, Wedge Sliding 75 The zone OUTSIDE the pit slope but enclosed by the friction cone represents the zone of wedge (intersection) sliding. Any plane intersections (highlighted by black dots in Figure 4-16) which fall within this zone will be unstable. This is not the case in this example, therefore wedge sliding should not be a problem. Discrete Structures Finally, you should analyze the shear zones mentioned earlier. If these shears occur in proximity to one another they may interact to create local instability. Perform an analysis similar to the one above using discrete combinations of shear planes. "* Use the Add Plane option to add planes corresponding to the shear features. "* TIP -while using Add Plane, the Pole Snap option (available in the right-click menu) can be used to snap to the exact orientations of the shear poles. You should find that the risk of wedge failure along the shear planes is low, for this pit slope configuration. As a further exercise, determine whether the shears will interact with any of the mean joint set orientations to create an unstable wedge. Increased Local Pit Slope Repeat these analyses for steeper local slopes. If the overall slope is to be maintained at 45 degrees (see the first page of this tutorial), the local bench slope will have to be increased to accommodate the roadways. What is the critical local slope?Wi GEO.DCPP.01.22 Rev. 1...? _Page 158 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Pagel) of 90 76 DIPS Usees Guide Examine the stability of other pit slope orientations. Assume that the joint sets are consistent throughout the mine property, and perform the analyses described in this tutorial using 45 degree increments of dip direction around the pit wall.Other Pit Orientations Assume that the joint sets are consistent throughout the mine property. Are there any slope orientations that are more unstable than others? Examine slope dip directions in 45 degree increments around the pit wall. HINT: " you can import DIPS plots into AutoCAD using the Copy to Metafile option in the Edit menu. This will copy a metafile of the current view to the clipboard, which can then be pasted into AutoCAD. " Pole or Contour plots showing mean planes and the selected pit slope orientation can be imported into a plan of the pit and placed in their appropriate orientations for quick reference. References Goodman, R.E. 1980. Introduction to Rock Mechanics (Chapter 8), Toronto: John Wiley, pp 254-287.ri w aw N .... .GEO.DCPP.01.22 Rev. 1 Page 159 of 168 December 14, 2001 Oriented Core and Rockmass Classification 77 Navigate to the Examples folder in your DIPS installation folder, and open the EXAMPBHQ.DIP file. Maximize the view. ft4 .I,* ...t I MCI UflU 1 0* 1 I- 17 16 W 0 O ~ _ ..14. a0 l I.~ ~ ~~ 11_39 07 . -- -- -- ...... ++ ~~ ~~~~~~~~~~....... ...... ...... .' . + J : t7 IS + 21a DlII+ + .+"+: .=+,+ .... ...., Figure 5-1: EXAMPBHQ.DIP data.II I K.f1.GEO.DCPP.01.22 Rev. I Calculation 52.27.100.732, Rev. 0, Attachment B, Page 0of 90-D A'3 A'?First open the EXAMPBHQ.DIP file. Select: File --* Open"I., Oriented Core and Rockmass Classification This advanced DIPS tutorial uses the example file EXAMPBHQ.DIP, which you should find in the Examples folder of your DIPS Installation folder. EXAMPBHQ.DIP File r,7-, Page 160 of 168 December 14, 2001 Calculation.52.27.100.732, Rev. 0, Attachment B, Page 63 of 90 78 DIPS User's Guide The file contains 650 measurements from 2 oriented borehole cores. I The file uses the following columns: I

The two mandatory Orientation Columns I
A Traverse Column
4 Extra Columns Orientation Columns The Orientation Columns, for borehole data, record alpha __ and beta core joint angles: " The alpha angle, entered in the Orient 1 column, is measured with respect to the core axis. " The beta angle, entered in the Orient 2 column, is measured with respect to the core reference line. See the DIPS Help system for detailed information about recording borehole data. I Extra Columns The four Extra Columns record the following information: I " core position from collar "* intact length (calculated in a spreadsheet from position or recorded directly) between adjacent joints "* JA "* JR The latter measurements are qualitative indices of roughness and alteration taken from the Q Classification -. .by Barton and can be quickly recorded during core logging. Consult any modern rock engineering text for a definition of these terms. Let's examine the Job Control information for this file.GEO.DCPP.01.22 Rev. 1 Page 161 of 168 December 14, 2001 22 B, Paged of 90 Oriented Core and Rockmass Classification

'if S,-, S-2) ',W 0 7-,LIJ Job Control Select: Setup -+ Job Control Jo Conro C CAVERN: STRUCTURAL SURVEY & KMASS CLASSIFICATION S, P l Onenr faion Foirmat. DIP/DIPDIRECTION ,1 ineihon6 (degrees, West ýv'e) 1 * ~ * *, ~ T r verses ............... Figure 5-2: Job Control information for EXAMPBHQ.DIP file. Note the following:

The Global Orientation Format is DIP I DIPDIRECTION.

For borehole data, the Global Orientation Format does NOT apply to the data in the Orientation Columns, but it does determine the Plane Vector Convention for coordinate listings in DIPS).

The Declination is zero in this file. Declination would, if present, be applied to the borehole trends (azimuths).

The Quantity Column is NOT used in this file, so each row of the file represents an individual measurement. GEO.DCPP.0 1.22 Rev. 1 December 14, 2001 79 Page 162 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page 15_ of 90 80 DIPS User's Guide Traverses Let's inspect the Traverse Information. You can select the Fpw: Traverses button in the Job Control dialog (the Traverses dialog is also available directly in the Setup menu). k As you can see in the Traverse Information dialog, this file uses 2 borehole traverses: Both traverses have an Orient 1 value of 180. This " denotes a reference line that is 180 degrees from the " _. top of the core (ie. at the bottom of the core as it would be in situ). a The Orient 2 value indicates the drilling angle from 6 the vertical. Traverse 1 has an Orient 2 value of 135, " indicating that the borehole was drilled at 135 degrees from the vertical, or with a plunge of 45 degrees. Traverse 2 was drilled at 160 degrees from the a .:. vertical, or a plunge of 70 degrees. [ See the DIPS Help system for The Orient 3 value indicates the azimuth (ie. CW Sdetailed illustration of the agefo ot)o eonoe e~o borehole orientation o angle from compass north) of the downhole direction requirements for DIPS input. of the borehole. Orient 3 is 40 degrees for Traverse 1 and 135 degrees for Traverse 2. : See the DIPS Help system for detailed illustration of the a -i borehole orientation requirements for DIPS input. Select Cancel in the Traverse Information dialog. Select Cancel in the Job Control dialog. INA 41 aw GEO.DCPP.01.22 Rev. I December 14, 2001 Page 163 of 168 Calculation 52.27.100.732, Rev. 0, Attachment B, Page S-t of 90) )"* tUse a spreadsheet and the INTACT LENGTH extra data' column to determine a value for RQD.4 ni Using the intact lengths, RQD (Rock Quality Designation) can be calculated using a spreadsheet. RQD is taken as the: Cumulative length of core pieces greater than 10 cm x 100 Total length of core Determination of JN JN is the joint number. To obtain a value for this parameter, let's view a Contour Plot, to determine the number of (well) defined joint sets. Select View --+ Contour Plot Apply the Terzaghi Weighting, so that we can view the weighted contours.Select View -+ Terzaghi Weighting GEO.DCPP.01.22 Rev. 1 Oriented Core and Rockmass Classification 81 Rock Tunneling Quality Index -Q The rock tunneling quality index Q is defined as: Q =(RQDIJN ) * (JR IJA) (JWlSRF) Consult any modern rock engineering text (see the references at the end of this tutorial) for more information if required. Set the water parameter JW = 1 (dry) and stress reduction factor SRF = 1 (moderate confinement, no stress problems) for this example. Determination of RQD-4 i's)[1 j. f If!i!: Page 164 of 168 December 14, 2001 Calculation 52.27.100.732, Rev. 0, Attachment B, Page V of 90 82 DIPS Users Guide (Note that DIPS has automatically converted the borehole alpha and beta angles to dip and dip direction, using the borehole traverse orientations.) Of'K 3-.. ~ S.. SM t 1 View a WEIGHTED Contour Plot of the data. The three well defined joint sets result in a Barton JN value = 9. Figure 5-3: Weighted Contour Plot of combined borehole data, converted to global orientations. The 3 well defined joint sets result in Barton's JN = 9. The three well defined joints sets result in Barton's JN = 9. Now use Add Set Window to determine the mean orientations of the three joint sets. (See the Quick Tour of DIPS for details about creating Sets with the Add Set Window option.) NOTE: when you create the Sets, display the WEIGHTED mean planes, using the checkbox in the Add Set Window dialog. Finally, let's add a LINE through the center of the stereonet, to represent a proposed tunnel axis. Assume a tunnel trend of 20 degrees. Select: Tools -> Add Line GEO.DCPP.01.22 Rev. 1 O62 Vd$.V.W %odfow p.* 10 %0.r 000- *S0% ,50- 300% so0- 600% i ' 600- ?50% 900-1050% 1010- I1 001% 1200- 1310% 1 0- 15 0f % -Coro 12 032% 0..ow 6SO Po.e 650E1*M. Chart In the Chart dialog, select Data to Plot as NGI-JR, select I the Quantitative button, and select Set 1 in the Set Filter. (NOTE that Set 1 in this example is the joint set at the upper left of the stereonet. If you used different Set IDs, then enter your Set ID for this Set). Select OK. I S. ..... -I ,,.. --- .~ ... y

Create Quantitative Charts of I the JR and JA Extra Columns, __ _ _ __ _ _ __"" to estimate mean values of JR and JA forthe critical joint seL . 11, t Figure 5-5: Joint Roughness, JR, for joint set 1. Mean =1.28.[.

Notice the mean and standard deviation at the bottom of the Chart. The mean value of JR is approximately 1.28. Now right-click on this chart, and select Chart Properties. Change the Data to Plot to NGI-JA, and select OK. The mean value of JA is approximately 3.2.GEO.DCPP.01.22 Rev. 1 December 14, 2001 Page 167 of 168

0, Attachment B,

90 Caiculation:5,1 j-0(0;7intieCr, Attachment B, PageCsiof 90 Oriented Core and Rockmass Classification 85 I j Rock Tunnelling Ouality Index. Q Note; *Bolts "refers to pattern bolting unless specified I,.Figure 5-6: Tunneling support guidelines, based on the tunneling quality index Q (bolt lengths modified for cablebolting). Ref. 1, after original Ref. 3..5"-p GEO.DCPP.0 1.22 Rev. I 5)I: 01 N i-3.-For the purposes of classification, a JR of I to 1.5 and a JA of 3 to 4 would be adequate in this example. Calculation of Q Values RQD, as calculated in the spreadsheet was 60%. Using the JN value of 9, and the upper and lower limits for JR and JA (see above), gives: "* AlowerQof(60/9)*(1/4)*(1/1) =1.7 "* AnupperQof(60/9)*(1.5/3)*(1/1)=3.3 This range of values can now be used for further empirical support design according to Barton's design charts -see Figure 5-6. Real values for JW may be evaluated qualitatively from borehole inflow notes. SRF can be determined from the depth of the proposed excavation according to Barton.Page 168 of 168 December 14, 2001}}

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