ML20052F611

Addl Test Results,Foundation Sand - Baffle Dike Soil Boring & Testing Program Midland Plant - Units 1 & 2

ML20052F611
Person / Time
Site:	Midland
Issue date:	09/17/1981
From:	Campbell L WOODWARD-CLYDE CONSULTANTS, INC.
To:
Shared Package
ML20052F605	List: ML20052F604 ML20052F611 ML20052F616 ML20052F620
References
81C217-4, NUDOCS 8205130239
Download: ML20052F611 (49)

Text

{{#Wiki_filter:8 d*La"' S""' Woodward Clyde Consultants o 8 ChtCago, Ithnots 60603 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

a o Page 2 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. Particle-size distribution data for selected sieve sizes are summarized 4 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. I Stress-strain characteristics are presented on the first figure (a), and include deviator stress, obliquity (principal stress ratio), and A-factor plotted vs axial strain. A sketch of l ( 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 point for the condition of peak obliquity (i.e., solid symbol) and the origin a (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) Mr. T.C. Cooke/D.E. Sibbald l 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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1 DATA FILE IDENT. NO. 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" G 33 E6AlpeACE CONDITIONS DURINO LOADINO U 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 S 19 PISTON DIAKTER IN INCtES .56 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' S 22 WEICd4T OF TOP CAP + PISTON + DI AL + LVDT IN TONSe10ee-3 1 195

• 23 WAS PISTON INTACT DLRING CONSOL NO g

24 MEME*ANE THICKNESS IN INCHES .025" g S 25 MEMidRANE DIAMETER IN INCIES 2.8264 26 FILTER STRIP CORRECTION CONSTANT

4. 0*

g 27 RIGHT CVLINMR DISTORTION FACTOR 1.262 9 28 DOES EFTCIMEN HAVE AN INDUCED OCR NO' 29 CELL PRESSURE IN TSF 0.0' g 30 BACK PRESSt*E IN T5F

0. 0' S

31 ARIAL CEFf*MATION DURING CONSOL. IN INCHES 0.0* 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

7. 20Q" 36 AEIAL DEFORMATION IN INCHES

.040 w 37 VOLUME CHANOE IN CU. CM. 6.199, 9 38 PISTON DRAO CORRECTION IN TONSet0ee-3 12.3675 9, 39 SPECIMEN CYCLICLY LOADED EEFORE SHEARING NO', 9 40 SPECIMEN RECONSOLIDATED DURING CYCLIC LOADINO NO 41 SUN OF VOLUME CHANGES DURING RECONSOLIDATION IN CU. CM. 0.O* g 42 PORE PRESSt*E IN TEF 0.0' S 43 TOTAL CHANGE IN HT DURINO CYCLIC LOADING IN INCE S

0. g' 44 OUTPUT UNITS REOUIRED KSF 45 DATA NORMALIZATION SELECTION 2.0 w

46 RESULT FILE DESIRED 0.0 e M W DIS LOAD PONE PRESGURE lla.) libel itsfD y 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 n. .s, wL m

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-m ~6 - es -m M - a se a g /-) hi@ 'f6 e 8 DATA FILE IDENT. NO. T-276' ( 'g l 2 PROJECT NO. 88C4055T3 O 3 BrelHO NO. COE-7f O 4 SAMPL E NO. $-22' S SPECIMEN NO. Ca M 6 DE PTH 44.5 g 7 TEST NO. 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' S 16 INITI AL HEIGHT OF SPECINEN IN INCDES 5.9487[ 57 INITIAL DIAMETER OF SPECIMEN IN INCHES 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' O 22 WEIGHT OF TOP CAP + PISION

• DIAL + LVDT IN TONSet0ee-3 1.595 23 WAS PISTON INTACT DURING CONSOL NO' (J

24 NEMbHAPE THICD NESS IN INCHES 0.0277 9 25 NEMERANE DI AMETER IN INCHES 2.8264 26 FILTER STRIP CORRECTION CONSTANT 0.0' w 27 RIGHT CYLIN[ER DISTORTION FACTOR 1.25" P-G 28 DOES SPECIMEN HAVE AN INDUCED OCit NO* 29 CELL PRESSURE IN TSF

0. 0' W

30 BACK PRES $URE IN TSF

0. 0' S

31 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 7.7004 3S BACK PRES $URE IN TSF 7.2006 v 36 ARI AL DEFORMATION IN INCDES 0.017' W 37 VOLLME CHANCE IN 00. CM. 2.672 # 38 PISTON DRAO CORRECTION IN TONSelOee-3 15.117 p v 39 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' W 43 TOTAL CHANGE IN HT DURING CVCLIC LOADING IN INCHES 0.0' 44 OilTPt,T LNI TS REQUIRED KSF' W 4S DATA NORMALIZAllON SELECTION 2.0' 46 RESULT FILE DESIRED 0.0* v w DIS LOAD PORE PRESSURE w lin.3 Ilbst itsfl j sg w .00054. 22.234. 7.233 w .00958. 26.681. 7.237 .00900. 32.79. 7.246 w .01027. 38.91. 7.21,0 v .03529 45.02. 7.276 .01218. 49.74. 7.290 w .08325. 54.39 7.303 l v .03427. 58,.36. 7,.336 or s>a e s s =.v. l

a. m. a m . s= 24, 7.e .os.ess. 26.6es.

7. 2 n 00r760.

32.79. 7.246 08027. 38.98. 7.260 9 .01829 45.02. 7.276 = .08288. 49.74. 7.290 .08325. 54.19 7.303 ~ .08427. 58.36. 7.356 m .08570. 63.09. 7.338 .03801. 69.48. 7.348 .01928. 72.26. 7.354 02888. 77.82. 7.364 .02370. 80.59 7.368 9 .02S48. 94.76. 7.370 g .02775. 88.10. 7.369 .02935. 89.77. 7.368 .03144. 92.SS. 7.367 3 .03327. 95.88. 7.363 03Ste. 99.30. 7.360 03784. 108.72. 7.352 e 03914. 304.50. 7.348 .04501. 107.55. 7.340 .04308. 180.99. 7.334 e .04488. 183.95. 7.327 .04697. 187.00. 7.389 .04879 120.06. 7.380 .05075. 323.40. 7.308 .05266, 126.73. 7.292 C. .05478. 129.58. 7.283 9 .0S862. 136.46. 7.263 .06249. 343.48. 7.242 O .06640. 349.90. 7.220 S .07050. 157.03. 7.196 .07448. 164.53. 7.873 49 .07832. 172.87. 7.848 9 08229. 800.09. 7.822 .08642. 187.32. 7.096 to .09443, 203.72. 7.039 g .30230. 239.29. 6.979 .30998. 236.58. 6.989 tus .8I769. 255.I3. 6.BS4 g .32552. 274.59. 6.782 .33326. 293.25. 6.713 w .34104. 313.22. 6.635 9 .14865. 334.0. 6.562 .35628. 3S4.9. 6.482 w .36377. 376.0. 4.400 g .17824. 399.8. 6.315 .l7894. 420.7. 6.227 %s .38272. 433 S. 6.884 9 .19428. 467.4. 6.044 .20580. SO4.1. S.900 w .28759. 541.1. S.752 W .22871. 570.6. S.602 .24008. 688.3. 5.444 w .25144. 6SS.4. 5.288 W .26278. 699.5. 5.186 .27430. 748.2. 4.946 w .28560 782.9. 4.774 1 .29485. 825.7. 4.598 w 30898. 868.8. 4.422 w .32034, 982.4. 4.240 w 0.3324. 956.3. 4.0S4 0.3437. 8005.9. 3.878 w 0.3552. 1046.4. 3.686 w 0.3667. 3070.0. 3.493 0.378S. 3834.7. 3.308 w U.3899 1879.2. 3.8897 w o ms g esw v s om I. _...

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_.E w m _ m a m 'L a r% A.TRIAs O e 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 TEST NO. ID-Oel p O ISOTROPIC TYPE OF CONSOLIDATION UNDRAINED DRAINAOE CONDITIONS DURINO LOADING COMPRES$10d MOOE OF LOADING O CONS TAN T* CELL PRESSURE DLRINO LOADING S.9309[ INITIAL MIGHT OF SPECIMEN IN INCHES O 2.8609 INITIAL DIAMETER OF SPECIMEN IN INCHES 625.56* INITIAL VOLUME OF SPECIMEN IN CU.CM. .5000* PISTON DIAMETER IN INCHES e .5800* WEIGHT OF TOP CAP OM.V IN TONSelose-3 6 l.2700 WFlGHT OF TOP CAP + PISTON + DIAL IN TONSeI0ee-3 1.5950' WEIGHT OF TOP CAP + PISTON + DI AL + LVDT IN TONSet0ee-3 9 NO WAS PISTON IN CONTACT WITH SPECIMEN DURING CONSOLIDATION? b W .022S MENbRANE THICFNESS IN INCHES 0.0000[ 2.790! MEMBRANE DIAMETER IN INCMS S FILTER STRIP CORRECTION CONSTANT AT w 2% AXIAL STRAIN IN TONS en 10-3

1. 250d RIGHT CYLINDER

• DISTORTION FACTOR e

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= m m m.= N. h C. N = 4 e 1 4 6 t =. =. =. =. = ~* m. 8 8 8 4 8 8 4 8 = g M O N h 4 0 = h M O v e e 6 4 = p 4 0 p e e c e M e N N = e p h M p O 4 4 M h e. 4 N 4 'a 44 = 4 r4 6 - N PMNMeeOm=Mmeo poew=wCM k.hape 46 N g + a. N. = O. e. M. N. . M. D. O. e. N. G. S. N. e. e. N. W. e.. =. M. O. m. e. c. e. N. . O. M. N. e. e. m.. e. S. O. n. e. 9 Sp soweMeecheNOekdN=eh NkMepNenNe4Me4Maade=e FN M ee ehe*M=Oee40*Moh4 n e e M M M N T4 N - = = O O O O m e e e e gg60 00 eve *weeMMMMMMMNN NNNNNNNNNNNNNNNN===== \\ \\ s ar O 4 M M O h - C a n e m h = M - M N 4 M 4 e M e - e 4 k m 04=NoMN-e-ep40 S=NOOCMMO4*=4e=N=O4headecedes epNMkae whNh4M .F g p e e h k 4 C re e m b e N e e M e O m e e e e h 4 M M e eeMmeMO emedek ., M. N. N. =. C. a. e. h. @. e. N. O. 4 6 6. M. O. 4 0. e. h. 0 6 4 4. C. O. O..C. =. =.N. N. N.N. =. N.N. M. M.M. M. i e

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~ = mi. _ m. s. en 3 1 1 ~ ',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 47.I'E f) DEPTN + 7 TEST NO. ID-OB 8 FILE e FOR LOAD CELL OR PROVING RINO 2000' ft 9 FILE e FOR PORE PEESSLRE CONST. 1000' a 10 FILE e FOR CELL PRESSLSE CONST 2O(e il FILE e FOR PISTON FRICTION CORRECTION NONE' n 32 TYPE CF CONSOLIDATION I' 3 33 DRAINAGE CONDITIONS DURING LOADINO C,' U 84 MODE OF LOADING (1 15 CELL Pf(ESStRE DURINO LOADING C* g g 36 INITI AL DEIOHT OF SPECIMEN IN INCHES 5.9389 2.8600,, 17 INITIAL DIAMETER OF SPECIMEN IN INCHES g 18 INITI AL VOLUME OF SPECIMEN IN CU. CN. 625.562 3 39 PISTON DIAMETER IN INCHES 0.58 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 0.022(1 g 24 MEMBRANE THICFNESS IN INCITES 3 25 MEMEsRANE DI AMETER IN INCHES 2.770 26 FILTER STRIP CORRECTION CONSTANT 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 O. 0, g 31 AIIAL DEFORMATION DURING CONSOL. IN INCHES 0.0 32 VOLUME CHANGE DURING CONSOL. IN CU. CM. 0.O' g 33 APPLIED Atl AL LOAD IN TONSe tOce-3 0.O' g e 34 PRE SHEAR CONDITION - CELL PRESSURE IN TSF 7.452 35 BACK PRESSURE IN TSF 7.200"g y 36 All AL DEFORMATION IN INC6ES O.Olty g 37 VOLliME CHANCE IN CU. CM. 6.902

• 38 PISTON DRAO CORRECTION IN TONSetOce-3 10.283 y

39 SPECIMEN CYCLICLY LOADED SEFORE SHEARINO N06 40 SPECIMEN RECONSOLIDATED DURING CVCLIC LOADINO NOL g 44 SUN OF VOLUME CHANGES DURING RECONSOEIDATION IN CU. CM. O.0, w 42 PORE PRESSURE IN TSF O. O' e 43 TOTAL CHANGE IN HT DURING CYCLIC LOADING IN INCtES 0.O' 44 OUIPUT UNITS REQUIRED KSF'. w 45 DATA NORMALITATION SELECTION

2. O*,

p 46 RESULT FILE DESIRED O.0 w w 181 9 LDAD PDag PeteMuNel w lin.D I II>s t lief 8 sp 00987. 20.5&6. 7.228 w .01040. 25.569 7.236 q, .08094 29.4&O. 7.240 .01887. 35.29 7.250 .08267. 39.46. 7.257 w .08361. 42.24. 7.262 .08494. 45.85. 7.270 08619. 48.63. 7.274 y 08743. SO. *Js. 7.278 .01982. M3.e4,

7. 2e.4 as L i

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