ML20052F611
| ML20052F611 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/17/1981 |
| From: | Campbell L WOODWARD-CLYDE CONSULTANTS, INC. |
| To: | |
| Shared Package | |
| ML20052F605 | List: |
| References | |
| 81C217-4, NUDOCS 8205130239 | |
| Download: ML20052F611 (49) | |
Text
{{#Wiki_filter:8 8 d*La"' S""' o ChtCago, Ithnots 60603 Woodward Clyde Consultants 312-939 1000 Teter 253875 (WCOoWARD CGO)
- 17 September 1981 81C217-4 4
ENCIDSURE 1 Consumers Power Company a 1945 West Parnall Road Jackson, Michigan 49201
' Attention: Dr. T.R. Thiruvengadam Section Head - Civil Engineering Mail Code P-14-400 i
Subject:
Additional Test Results
, Foundation Sand - Baffle Dike Soil Boring and Testing Program , Midland Plant-Units 1 and 2 Gentlemen:
On 1 July 1981, we issued a report presenting test results for fill and foundation materials from the Perimeter and Baffle Dike Areas. No engineer-ing property testing of the foundation sand, however, had been authorized, performed, or reported. Dr. A.J. Hendron, Jr. subsequently requested that a series of isotropically consolidated-undrained triaxial compression tests with pore water pressure measurements (CTU) be performed on samples of found-ation sand from the Baffic Dike. Authorization to perform this additional testing was obtained verbally from Isham, Lincoln and Beale and was verbally confirmed by Mr. Ramanujam. Strength testing of foundation sand from Baffle Dike boring COE-7 con-sisted of performing a series of four CIU triaxial tests at confining pres-sures of 0.5,1, 2, and 3 ksf. Preliminary test results were transmitted to CPCo and Dr. Hendron at the ASLB hearings in Midland. The test results presented herein are complete, have been checked, ahd supersede the pre-liminary test results previously issued. 1 Consuit:ng Engraeers Geolog.s:s 2n3 Encrcrmentai Scient.s:s [A C*ces m Cther O'mc:n Cst es
- 0205130239 820503 PDR ADOCK 05000329 a PDR
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. Test results are presented in both tabular and graphical formats in the same manner that similar data were included in our previously referenced
, report of 1 July 1981. To aid in correlating these additional test results with those previously presented, the tables and figures are numbered so as to coincide (insofar as practicable) with those previously used.
a Index property test results and other pertinent data are listed for foundation sand samples S-19 through S-23 from boring COE-7 in Table B-7 (6/6). The tube densities reported in the table were calculated assuming the sample diameter was equal to that of the inside diameter of the sampling i tube. Where two densities are reported, the larger value was calculated assuming the sample diameter was equal to that of the inside diameter of the cutting edge of the tube. 4 Particle-size distribution data for selected sieve sizes are summarized in Table B-7 (6/6); complete particle-size distribution curves and des-
, criptions for 8 specimens of foundation sand are presented on Fig. C-7 (7, 8, i 9/9).*
l Results of the M triaxial test series on foundation sand are sum-marized in Table E-6. M test results are presented graphically in a series i of three plots (a, b, c) an ' Fig. E-6. Stress-strain characteristics are I presented on the first figure (a), and include deviator stress, obliquity l ; (principal stress ratio), and A-factor plotted vs axial strain. A sketch of ( t the specimen at test completion is also included. Stress paths are presented in p-g diagrams on the second figure (b). On the third figure (c), Mohr
, circles are plotted on a Mohr-Coulomb diagram of shear stress vs effective normal stress.
As shown in Table E-6, failure characteristics have been sumarized for the condition when cavitation occurred within the sample and for the con-dition of peak obliquity. These conditions are noted by small arrows on the Woodward Clyde Consultants
I 9 Page 3 3 stress-strain characteristics plot ("a" figure). The condition of peak
. obliquity is noted by a solid (filled in) symbol on the p-q diagram ("b" figure). Mohr circles are plotted on the "c" figure only for the condition of peak obliquity.
The strength envelope plotted on the p-g diagram ("b" figure) is that deternined as an average of the strangth envelopes for all tests. The envelope for each test was determined as a straight line between the data a point for the condition of peak obliquity (i.e., solid symbol) and the origin (i.e., assumes cohesion to be zero). The slope (E) of the average strength
, envelope on the p-q diagram was then mathematically converted to the slope (5)ofthestrengthenvelopeoftheMohr-Coulombdiagram("c" figure).
Detailed supporting data for the CTU triaxial tests are p-esented in boring / sample-number order in Appendix H. These supporting data include copies of the original laboratory data sheet used for set up and take down of triaxial tests (front of form WCC L-202) and the sunniary calculation sheet for traixial tests (back of form WCC L-202). Copies of the computer listing of the recorded test data (piston displacement,. piston load, and pore' water pressure) are also presented, followed by the printout of computed test results.
- If you have any questions regarding these additional test results, please call.
l l Very tr61y yours, Q5 Larry'M. Campbel Project Manager LMC:pf Enclosure cc: Mr. N. Ramanujam (2 copied) l Mr. T.C. Cooke/D.E. Sibbald l Dr. S.S. Afifi, Bechtel ! Mr. A.J. Boos, Bechtel l Dr. R.B. Peck l Dr. A.J. Hendron, Jr. j Dr. H.M. Horn, WCC l Mr. D.M. Heitdron, WCC l Mr. R.S. Ladd, WCC l l Woodward Clyde Consultants l l l
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T-274 2 PROJE C T NO. 8804055T3* . S 3 f*ORING NO. COE-7' 4 TAMPLE NO. S-39' S 5 SPECIMEN NO. D' ,
. 6 6 DEPTH 36.9 7 TEST NO. 10-077 , p 8 FILE e FOR LOAD CELL OR PROVINO RINO 2000 e 9 FILE 8 FOR PORE PREESt*E CONST. 1000 3
10 FILE e FOR CELL PRESSLRE CONST 2000 Il FILE e FOR PISTON FRICTION CORRECTION NOPE n 12 TYPE OF CONSOLIDATION I" 33 E6AlpeACE CONDITIONS DURINO LOADINO U G 14 MOff OF LOADINO C' O 15 CELL PRESSURE DURING LOADING C 86 INITIAL HEIGHT OF SPECINEN IN INCM S 5.9444, G 17 INITI AL DI AMETER OF SPECIMEN IN INC*lES 2.858' , p 18 INITI AL VOLUME OF EFECIMEN IN CU. CM. 625.865 19 PISTON DIAKTER IN INCtES .56 S 20 W BOHT OF TOP CAP ONLY IN TONSelOee-3 0.58, g 21 WEIGHT OF TOP CAP + PISTON eDIAL IN TONSetOee-3 1.27' 22 S 23 WEICd4T WAS PISTON OFINTACT TOP CAP + PISTON DLRING + DI AL + LVDT IN TONSe10ee-3 1 195
- CONSOL NO g 24 MEME*ANE THICKNESS IN INCHES .025" g 25 MEMidRANE DIAMETER IN INCIES 2.8264 S 26 FILTER STRIP CORRECTION CONSTANT 4. 0* ,
g 27 RIGHT CVLINMR DISTORTION FACTOR 1.262 28 DOES EFTCIMEN HAVE AN INDUCED OCR NO' 9 29 CELL PRESSURE IN TSF 0.0' g 30 BACK PRESSt*E IN T5F 0. 0' 31 ARIAL CEFf*MATION DURING CONSOL. IN INCHES 0.0* S 32 VOLUME CHANGE DURING CONSOL. IN CU. CM. 0.0' y 33 APPLIED ARI AL LOAD IN TCe4Se10ee-3 0.0' 34 PRE iMEAR CONDITION - CELL PRESSURE IN TEF 8.6998, 9 35 BACK PRESSURE IN TSF w 36 AEIAL DEFORMATION IN INCHES 7. 20Q"
.040 37 VOLUME CHANOE IN CU. CM. 6.199, ,
9 38 PISTON DRAO CORRECTION IN TONSet0ee-3 39 12.3675 9, SPECIMEN CYCLICLY LOADED EEFORE SHEARING NO', 40 SPECIMEN RECONSOLIDATED DURING CYCLIC LOADINO NO 9 41 SUN OF VOLUME CHANGES DURING RECONSOLIDATION IN CU. CM. 0.O* g 42 PORE PRESSt*E IN TEF 0.0' 43 TOTAL CHANGE IN HT DURINO CYCLIC LOADING IN INCE S 0. g' S 44 OUTPUT UNITS REOUIRED KSF w 45 DATA NORMALIZATION SELECTION 2.0 46 RESULT FILE DESIRED 0.0 e M W DIS LOAD PONE PRESGURE y lla.) libel itsfD _..... w
.00533. 24.735. 7.233
.00578. 33.62. 7.251
.00627. 45.02. 7.274 .
.00676. 52.25. 7.291 00729. 59.75. 7.357
.00798. 67.25. 7.345
.00654. 73.37. 7.373
.00942. 88.43. 7.483
.01023. 89.49 7.449
.08356. 98.30. 7.496
.08267. 106.72. 7.536
' ~ .01303. 113.95. 7.572 .
.08539 123.12,. 7.684
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e 4 SAMPLE NO. 5-20 3 5 fPECIMEN NO. B* 6 (EPTN 39.5, 6 7 YEST NO. ID-078' g 8 FILE e FOR LOAD CELL OR PROVINO RINO 2000 9 F lLE e FOR PORE PRE SSURE CONST. I000 n 10 Fit E e FOR CELL PRESSuhE CONST 2000 g Il FILE e FOR PISTON FRICTION CORRECTION NONE 12 TYPE OF CONSCLIDATION Is p 83 DRAINAGE CONDITIONS DURING LOADINO U g 84 NOCE OF LOADING C, 15 CELL PfESSUME DURING LOADING C , (g 16 INITI AL MIONT OF SPEClMEN IN INCMS 5.9537 g 17 INITIAL DIAMETER OF SPECirEN IN INC&CS 2.8644, le INITI AL VOLUME OF SPECIMEN IN CU. CM. 628.721' pt 19 PISION DIAN TER IN INCHES 0. 5 ', g 20 WEIOHT OF TOP CAP ONLV IN TONSe10**-3 0.55' 21 MIGHT OF TOP CAP e PISTON + DIAL IN TONSetOee-3 3.27 3 22 WEIGHT OF TOP CAP + PISTON + DIAL + LVDT IN TONSe10ee-3 1.595' , g 23 WAS PISTON INTACT DLEtINO CONSOL NO* 24 MEMidtANE THICKNESS IN INCM S .0275* a 25 MEMisRANE DI APETER IN INCHES 2.8g38" g 26 FILTER STRIP CORRECTION CONSTANT 0.0 p 27 RIGHT CYLINDER DISTORTION FACTOR
- I.242 g 28 DOES SPECIMEN HAVE AN INDUCED OCR NO' g 29 CELL PRESSURE IN TSF O.0 30 SACK PRESSURE IN TSF 0. 0" ep 31 Atl AL DEFORMATION DL5 TING CONSOL. IN INCHES 0. 0' g 32 VOt tmE CHANGE DLWilNO CONSOL. IN CU. CH. 0.0, 33 APPLIED AII AL LOAD IN TONSe10ee-3 0. 0*
w 34 PkE SHEAR CONDITION - CELL PRE $50RE IN TSF 8.2008 g 35 BACK PRESSURE IN TSF 7.20g* . 36 AtlAL DEFORMATION IN INCM S .022 w 37 VOttlME CHANGE IN CU. CM. 3.52' g 38 . PISTON CAAG CORRECTION IN TONSetOce-3 II.9505I 39 SPECIMEN CVCLICLY LOADED BEFORE SHEARINO NO' w 40 SPECIMEN RECONSOLIDATED DURING CYCLIC LOADING NO' g 48 $UM OF VOLUME CHANGES DURING RECONSOLIDATION IN CU. CM. 0.O* 42 PORE PRESSURE IN TSF 0.0' w 43 TOTAL CHANGE IN HT (AEllNO CYCLlc LOADING IN INCHES 0.0' , 44 OUTPUT UNITS REQUI"ED ItSF' 45 DATA NortnALIIATION SELECTION 2.0 w 46 REStLT FILE DESthsD 0.0 g w W DIS LOAD PORE PRES $URE lin.3 llbst itsfl g ... .. ...... ,
.00978. 23.908. 7.242
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.01485. 76.43. 7.4(4
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.03738. 163.70. 7.577
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.04305. 186.76. 7.552
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.04870. 209.00. 7.515 ee
.05257. 225.95. 7.483
.05638. 243.88. 7.444 -
.06088. 268.25. 7.403
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.07139. 323.23, 7.256
.07548. 345.7. 7.196 g .08282. 390.7. 7.078
.09038. 441.6. 6.943
.09790. 495.8. 6.799 w .10546. 552.8. 6.648
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0.7068. 2092.2.-0.4446 C.7247. 2l05.3.-0.4434 0.7405. 2109.2.-0.4464 0.7562. 2128.7.-0.4398 0.7787. 2840.3.-0.4398 s 0.7877. 2156.4.-0.4386 0.0036. 2168.4.-0.4374 0.8895. 2873.6.-C.4366 v 0.8352. 2109.8.-0.4362 ,~ O.8512. 2207.3.-0.4362 0.8678. 2287.3.-0.4362
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A.TRIAI 6 A THIS IS A CIU TEST. IT HAS BEEN , e CALCIL AT[D BY COMPUTER PROr4 TAM NO. C-T-IR.6 USING FILE NO. T-276 S PROJ. NO. OlC40p5T3 REVIEWED Bye M BORING NO. COE-7 DATEstf7/fl e SAMPLE NO. S-22s IteUT DATA CMCICED Bye 13 SPECIMEN NO. C a P DE PTH4 F T. D 44.5 TEST NO. ID-000' S
@ ISOTROPIE TYPE OF CONSOLIDATION $
UNORAINED DNAINAGE CCNDITIONS DLRINO LOADINO Corf9ESSION" MODE OF LOADING M CONSTANT CELL PRES $URE DURING LOADING G 5.9487I SNITI AL HEICHT OF SPECIDEN IN INCHES SD 2.855*/ INITI AL DI AMETER OF SPECIMEN IN INCtES S 424.276 INITI AL VCLUME OF SkECIMEN IN Cl).CM.
.5006 PISTON DIAMETER IN IteC$ S W .5100* WEICHT OF TOP CAP ONLY IN TONSelose-3 $
l.2700 WEIGHT OF TCe CAP + PISTON + DIAL IN TCNSet0ee-3
- 1. 59p' WEIC4ti OF TCP CAP + PISTON + DIAL
- LVDT IN TONSelose-3 W NO WAS PISTON $N CONTACT WlTH MCIMEN DURINO CONSOLIDATION 7 9 w .0277* MEMEsRANE THICENESS IN INCHES 9 2.0264' EMBRANE DI ADETER IN INCHES 0.0000 8 FILTEM STRIP CORRECTION CONSTANT AT w 21 AIIAL STRAIN IN TONS et 10-3 S 1.2500* RlOHT CYLINDER DISTORTION FACTOR w S PRE-SHEAR CONDITION $s w 7.7004 CELL PRESSURE IN TSF W
, 7.2000' I*ACK PRESSLEE IN TSF
.01706 AIIAL DEFORMATION DimINO CONSOL. IN INCM S w 2.67( VOttME CHANGE DURING CONSOL. IN 011 CM. W 88.8870 NEASi1 RED AII AL LOAD PRIOR TO STATIC LOADING FROM FIRST LINE OF LOADINO DATA IN TONSel0ee-3 w W EFFECTIVE STRESSES CORRECTED FOR MEMBRANE AND FILTER STRIPS. ETC8 AIIAL = 1.0895 KSF w LATERAL = 1.0045 kSF
- W MEAN = 1.0095 ESF PBAR = 1.0820 kSF .
w L ATERAL/ Atl AL = . 9t353 W AIIAL/ LATERAL = 1.0850 OCR = 1.000 w W b ll.ll?O PISTON DRAO CORRECTION IN TONS et0ee-3 w 2000 F SLE M MMR FOR LOAD CELL OR PROVING RINO W 1000 FILE MMl(R FCG PC*E FRESSLGE CCHVER$10N CCNST ANT 2000 FILE NLMDER FOH CELL PRES $tRE CONVERSION CONSTANT w NCmE FILE NLMl(R FOR PISTCH FRICTICH CORRECTION CONSTANT W YES IS DATA taMIZATION REQUIRED 7 DAT A ter6tW ilf p TO PhESHEAR. 4.STRESSES.ec
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S SPECIMEN NO.
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g # 10-000 8 FIL E e FOR LOAD CELL OR PROVING RINO 2000 -
@ 9 FitE e FOR PORE PRESStRE CONST. 1000" 80 #
FILE e FOR CELL PfsESSt*E CCNST 2000 18 FILE e FOR PISTON FRICTION CORRECTION NCmE - 85 12 TYPE OF CCNSOLIDATION I* O 13 DRAINACE CtmDITIONS DURINO LOADING u, 14 MODE OF LOADING C/ O IS CELL PRESSURE DLHIP&J LOADING C' 16 INITI AL HEIGHT OF SPECINEN IN INCDES S 57 INITIAL DIAMETER OF SPECIMEN IN INCHES 5.9487[ 2.8555 ft le INITIAL VOLUME OF SPECIMEN IN CU. CM. 624.274" 19 PISION DIAMETER IN INCHES 0.S' 20 WEIGHT OF TOP CAP ONLY IN TONSet0ee-3 0. S l* (1 21 WEIGHT OF TOP CAP + PISION eDIAL IN TONSet0ee-3 1.27' 22 WEIGHT OF TOP CAP + PISION
- DIAL + LVDT IN TONSet0ee-3 O 1.595 23 WAS PISTON INTACT DURING CONSOL NO' (J 24 NEMbHAPE THICD NESS IN INCHES 0.0277 #
25 NEMERANE DI AMETER IN INCHES 9 2.8264 26 FILTER STRIP CORRECTION CONSTANT 0.0' w 27 RIGHT CYLIN[ER DISTORTION FACTOR 1.25" P-28 DOES SPECIMEN HAVE AN INDUCED OCit G NO* 29 CELL PRESSURE IN TSF 0. 0' W 30 BACK PRES $URE IN TSF 0. 0' 31 S AulAL DEFORMATION DURING CONSOL. IN INCHES 0.os 32 VOL UME CHANGE DLEINC OONSOL. IN CU. CN. 0. 0' V 33 APPLIED AII AL LOAD , TtNSet0ee-3 0. 0* , W 34 PRE UtEAR CONDITION - CELL PRESSURE IN TSF 3S 7.7004 BACK PRES $URE IN TSF 7.2006 v 36 ARI AL DEFORMATION IN INCDES 0.017'# 37 W VOLLME CHANCE IN 00. CM. 2.672 p 38 PISTON DRAO CORRECTION IN TONSelOee-3 v 39 15.117 SPECIMEN CYCLICLV LOADED BEFORE Q1 EARING NO* W 40 SPECIMEN RECONSOLIDATED DURING CYCLIC LOADING NO' 48 SOM OF VOLLmE CHANGES DURING RECONt4L.lDATION IN CU. CM. 0.0' v 42 PORE PRES $URE IN TSF 0.0' 43 W 44 TOTAL CHANGE IN HT DURING CVCLIC LOADING IN INCHES OilTPt,T LNI TS REQUIRED 0.0' W KSF' 4S DATA NORMALIZAllON SELECTION 2.0' 46 RESULT FILE DESIRED
- 0.0*
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, THIS IS A CIU TEST. IT HAS BEEN m CAL.Ctt. ATED BY CONF 4JTER PROGR AM NO. C-T-lR.6 HSING FILE NO. T-277* S PROJ. NO. OlC405ST3' REVIEbED Bye [/L O BORING MO. COE-76 DATE: If8/fl SAMPLE NO. 5-23' INPUT DATA CHECFED BYt3 e SPECINEN NO. C" y O DEPINIFT.I 47.8 p TEST NO. ID-Oel O ISOTROPIC TYPE OF CONSOLIDATION UNDRAINED DRAINAOE CONDITIONS DURINO LOADING $ COMPRES$10d MOOE OF LOADING O CONS TAN T* CELL PRESSURE DLRINO LOADING O S.9309[ INITIAL MIGHT OF SPECIMEN IN INCHES 2.8609 INITIAL DIAMETER OF SPECIMEN IN INCHES 625.56* INITIAL VOLUME OF SPECIMEN IN CU.CM. $
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',a y e B DATA FILE IDENT. NO. T-277*
2 PROECT NO. 8804055T3, yg//l fi 3 BORING HO. COE-7*
- 4 SAMPLE NO. S-23' 5 EPECIMEN NO. C4
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f) & DEPTN 8 7 TEST NO. 47.I'E ID-OB FILE e FOR LOAD CELL OR PROVING RINO 2000' ft 9 FILE e FOR PORE PEESSLRE CONST. 1000' 10 FILE e FOR CELL PRESSLSE CONST a 2O(e il FILE e FOR PISTON FRICTION CORRECTION NONE' n 32 TYPE CF CONSOLIDATION I' 3 33 DRAINAGE CONDITIONS DURING LOADINO U 84 MODE OF LOADING C,' (1 15 CELL Pf(ESStRE DURINO LOADING g C* 36 INITI AL DEIOHT OF SPECIMEN IN INCHES g 5.9389 17 INITIAL DIAMETER OF SPECIMEN IN INCHES 2.8600,, g 18 INITI AL VOLUME OF SPECIMEN IN CU. CN. 625.562 39 PISTON DIAMETER IN INCHES 0.58 3 20 WEIOHT OF TOP CAP ON.Y IN TONSetOee-3 0.58' e 28 WEICelf OF TOP CAP + PISTON
- DIAL IN TONSetOee-3 9 . 2 7 ", 3 22 WEIGHT OF TOP CAP + PISTON + DIAL + LVDT IN TONSelOce-3 8.595 23 WAS PISTON INTACT DURING CONSOL NOA g 24 MEMBRANE THICFNESS IN INCITES 25 MEMEsRANE DI AMETER IN INCHES 0.022(1 3 26 FILTER STRIP CORRECTION CONSTANT 2.770 O. 0, g 27 RIOHT CYLINDER DISTORTION FACTOR 1.25*
28 DOES SPECIMEN HAVE AN INDUCED OCR NO' 3 29 CELL PRESSURE IN TSF O. 0,, y 30 BACK PRESSURE IN TSF 31 AIIAL DEFORMATION DURING CONSOL. IN INCHES O. 0, 0.0 g 32 VOLUME CHANGE DURING CONSOL. IN CU. CM. 0.O' g 33 APPLIED Atl AL LOAD IN TONSe tOce-3 0.O' g 34 PRE SHEAR CONDITION - CELL PRESSURE IN TSF 7.452 e 35 BACK PRESSURE IN TSF 7.200"g y 36 All AL DEFORMATION IN INC6ES 37 VOLliME CHANCE IN CU. CM. O.Olty g 38 PISTON DRAO CORRECTION IN TONSetOce-3 6.902 10.283
- y 39 SPECIMEN CYCLICLY LOADED SEFORE SHEARINO N06 40 g SPECIMEN RECONSOLIDATED DURING CVCLIC LOADINO NOL 44 SUN OF VOLUME CHANGES DURING RECONSOEIDATION IN CU. CM. O.0, w 42 PORE PRESSURE IN TSF O. O' 43 TOTAL CHANGE IN HT DURING CYCLIC LOADING IN INCtES 0.O' e 44 OUIPUT UNITS REQUIRED KSF'.
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