PERMFILE69379

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 10/4/2002
• Doc Name: Sedimentation Pond 017 Stability Analysis of Design Conditions
• Section_Exhibit Name: Tab 13 Attachment 13-5G
• Media Type: D
• Archive: Yes

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t- MOISTURE CONTENT, x
H DRY DENSITY, pc!
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H t[OtSTURE CONTENT. ,^.
y DRY DENSITY, pc(
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TEST VALUES AT XAY[IlUL PRINCIPAL STRESS RATIO

0 0 3 10 15 20
AXIAL STRAIN (R)
BACE PRESSURE, psl ~ 70.0 80.0 ~ 78.0
CLLL PR7SSUR8, pet 00.0 T0.0 00.0
TOTAL LATERAL STRESS. bf ~ 2.(100 4.000 0.000
TOTAL AXIAL STRESS, ke! 1.830 7.813 ~ 14.443
DEVIATOR STRESS. Yef L030 7.01a O.tt1
EFF3CTIYE LATERAL STRESS. kaf 0.540 C.50t 5_l18
EPPECTIYE ASIAY~STRLSS. ke( 2.598 5.414 9_561
pORH PRESSURE, kaf L414 2.119 4_862
AXIAL STRAIN. 10.02 L6.04 13.56
STRAIN Rd?E, :min. 0.018 0.012 0_0 D4

TYPE OF TEST: CII .rilh pare preaeurc LIQUID LIY[T = 98 T,
Sd1IPLE LOCAS30N: Teet Hole 0 O 10-20• - PIdSI1CITY INDLY a 22 7.
9A7/PLE DESCRIP710N: Remolded~0 757. SPD PERCENT PASSING N0. 200 SIEVE = D6
SOIL DESCRIPTION: Saady CLAY (CLI NAY[YUY SPD DRY DZN5ITY = 1125 PCF
OPTIHUY RO7STURE CONTENT = L5.5
TRLAXIAL COMPRESSIQN TEST RESULTS
^ - ' ^•^ Job [Vo. 95-?3~
1 2 1
1s.a ta.a la,a
107.2 107.8 107.6
2.404 2,402 2.404
8.025 8.010 0.032
2L] 19.0 17.2
ll1.0 L35.9 117.5
2.17'0 2.994 2.120
s.e66 s.94o 5.ase