PERMFILE136178

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 5/1/2003
• Doc Name: Sedimentation Pond 016 Stability Analysis
• Section_Exhibit Name: Tab 13 Attachment 13-5E
• Media Type: D
• Archive: No

NORTHyYEST COL OI~4 DO CONSUL T.
- c vre LnanAT SPRINGS
SHEAR VALUES
Effective Total
C = 0.ai8 M C =0.485 bf
d=Z7.5° }=142°
+.-
J
2.0
i
~ 0 ~
0

D
0
1 z ~
N I[DIS7URE CONTENT. X
F DRY DFNSiTY, pef
DIAMETER, in
m
e .HEIGHT. is
0
ti
u
0
'~ IAOISTUP.E CONTENT. X
~ DAY bENStT'Y, pef
l" DIAMETER. in
w RElcar.ln
F

TEST VALUES AT KAXI1tUL PRINCIPAL 57RESS RATIO
HACK PRESSURE, psl ~ 78.0 eB.O 78.0
S 10 15 20
dX1AL STRAIN (^)
LZLL PR755UR8. pal 90.0 70.0 60.0
TOTAL LATERAL STRESS, bf ~ 2.000 4.000 8.000
T07AL AX[AL STRESS. Yat 3.850 7.839 14.+41
DEVIATOR STRESS. Yaf L050 1.836 8.641
EPFECTIVE LATERAL STRESS. ]u1 0.548 1.561 3.118
EPF3CTIV8 AX1A1 57RE55, Yef 2.990 5.414 9,561
PORN PRESSURE, Yaf L454 2.419 4.862
AXIAL STRAIN, ~ 10.02 16.84 13.56
57RAIN RATE, ~/min. 0.018 0.012 0.004
~_ TYPE OF TEST: CO +ith pure pronure L10UI^ LIUIT = 96 7. - '
SAMPLE LOCAi]ON: Teat Hole 0 ®10-20' PlASfiCITY IN-YY = 22 "
9ALPLE DESCRIPTION:. Rem°Ided~O 75: SPO PERCENT PASSING N0. 200 SIEVE = 86
SOIL DBSCR1P710 H: Sandy CLAY (CL) NAY[IIUY SPD DRY DIIfStTY = 1125 PCF
' OPT]YUY 1101STURL CONTENT = L5.5
TRLAXIAL COMPRESSION TEST RESULTS
_ _ ~ .T~h r~r~. 95-23~
2.0 S.0 0.0 a.v IvA ~ l~v 14.0 78.b
XORYAL STYE Ikd)
total etSaaa
etfsetlra•Waa
xo.
70.0
Q.~
I
s'
6.0
m
•il
4.0
m
O 2.0
I • I I I
I I I I I 1 I 11
1 1 1 1 1 1 1 1 I I I
I I I I I I r I
I I I I 1 1 1 11 I, 1 I
I I I I 1 1 I I I I
I I 1 I I
1 1 1 i 1 1
I 1 I I
X 1 1 I I 1 1
II~ I III
I I
11 1~ 1 I I I I I I I I
I I{ I I I
I I I 1 1 I 1 1 I
I I I I 1 I'I
I I I I 1 1 I I
I 1 I 11
I I I I I I I
I
I I ! I
f I I I
I I I 1 I I'I I
I I I I I I I I I I I
Zla 19.o IT.2
ll1.0 115,9 ll7.5
2.570 234 2.128
5.988 S.D{0 5.BD9
15.4 lt.fl 14.B
I07.2 107,8 107.6
2.404 2.402 2.404
8.026 8.090 fi.D32