2008-01-16_PERMIT FILE - C1994082 ‎(6)‎

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 1/16/2008
• Doc Name: Slope Stability Evaluation Pond 012A Design
• Section_Exhibit Name: Tab 13 Attachment 13-21
• Media Type: D
• Archive: No

X= 76.0 Y= 113.0 R= 87.0
SLICE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING
THETA PHI FORCE FORCE TERM TERM
40.1 2.5 -0.435 0.532 0 206 0 130 -82
42.6 2.5 -0.398 0.532 0 606 0 375 -224
3 45.0 2.5 -0.364 0.532 0 979 0 594 -335
4 47.5 2.5 -0.330 0.532 0 1327 0 792 -416
5 50.0 2.5 -0.297 0.532 0 1637 0 962 -466
6 52.5 2.5 -0.265 0.532 0 1885 0 1091 -482
7 55.0 2.5 -0.233 0.532 0 2109 0 1204 -479
8 57.5 3.5 -0.303 0.532 0 ?310 0 1303 -45R
9 60.0 2.5 -0.172 0.532 0 2488 0 1387 -422
10 62.5 2.5 -0.142 0.532 0 2643 0 1459 -372
11 65.0 2.5 -0.113 0.532 0 2777 0 1518 -311
12 67.5 2.5 -0.084 0.532 0 2888 0 1565 -241
13 70.0 3.0 -0.052 0.532 0 3733 1884 994 -193
14 73.0 3.0 -0.017 0.532 0 4131 1976 1150 -71
15 76.0 2.3 0.013 0.532 0 3425 1570 984 45
16 78.3 2.3 0.040 0:532 0 3621 1604 1065 144
17 80.6 2.3 0.066 0.532 0 3800 1630 1143 252
18 82.9 2.3 0.093 0.532 0 3962 1646 1216 368
19 85.2 2.3 0.120 0.532 0 4107 1653 1285 490
20 87.5 2.3 0.147 0.532 0 4235 1651 1351 618
21 89.8 2.3 0.175 0.532 0 4345 1641 1413 749
22 92.2 2.3 0.203 0.532 0 4437 1621 1472 883
23 94.5 2.3 0.231 0.532 0 4511 1591 1527 1017
24 96.8 2.3 0.260 0.532 0 4567 1552 1579 1151
25 99.1 2.3 0.290 0.532 0 4604 1504 1628 1282
101.4 2.3 0.320 0.532 0 4622 1445 1673 1410
103.7 2.3 0.351 0.532 0 4620 1376 1715 1532
8 106.0 2.5 0.385 0.532 0 4860 1402 1837 1746
29 108.5 2.5 0.'421 0.532 0 4557 1295 1744 1768
30 111.0 2.5 0.459 0.532 0 4226 1174 1644 1761
31 113.5 2.5 0.498 0.532 0 3867 1037 1537. 1723
32 116.0 2.5 0.539 0.532 0 3477 885 1422 1649
33 118.5 2.5 0.582 0.532 0 3056 716 1298 1538
34 121.0 2,5 0.628 0.000 1000 2592 528 2943 1379
35 123.5 2.5 0.677 0.000 1000 2106 325 3010 1180
36 126.0 2.4 0.728 0.000 1000 1392 103 2910 819
The following slice has a normal force= -242
37 128.4 3.2 0.791 0.000 1000 705 0 4092 437
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