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~= 149.0 Y= 72.0 R= 43.0
SLI CE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING
THETA PHI FORCE FORCE TERM TERM
The following slice has a normal force= -818
113.3 1.6 1.391 0.000 1000 204 0 2681 166
following slice has a normal force= -20
2 114.9 1~.6 1.228 0.000 1000 589 0 2479 457
3 116.5 1.6 1.097 0.000 1000 931 0 2323 688
4 118.0 2.0 0.975 0..000 1000 1587 131 2729 1108
5 120.0 2.0 0.862 0.000 1000 2007 381 2578 1310
6 121.9 2.0 0.762 0.532 0 2491 636 1100 1510
7 134.0 3.0 0.674 0.532 0 3849 $55 1149 1592
8 126.0 1.7 0.602 0.532 0 2508 848 937 1293
9 127.7 1.7 0.543 0.532 0 2582 969 895 1231
10 129.3 1.7 0.487 0.532 0 2637 1081 -851 1155
11 131.0 1.7 0.436 0.532 0 2675 1183 806 1068
12 132.7 1.7 0.387 0.532 0 2695 1277 759 972
13 134.3 1.7 0.340 0.532 0 2699 1362 711 869
14 136.0 1.6 0.296 0.532 0 2626 0 1388 744
15 137.6 1.6 0.253 0.532 0 2611 0 1374 642
16 139.3 1.6 0.213 0.532 0 2583 0 1356 537
17 140.9 1.6 0.173 0.532 0 2542 0 1333 432
18 142.5 1.6 0.133 0.532 0 2489 0 1306 329
19 144.1 1.6 0.095. 0.532 0 2423 0 1274 229
20 145.8 1.6 0.057 0.532 0 2345 0 1237 133
21 147.4 1.6 0.019 0.532 0 2256 0 1196 43
22 149.0 1.0 -0.012 0.532 0 1339 0 713 -16
23 150.0 1.5 -0.041 0.532 0 1994 0 1069 -82
24 151.5 1.5 -0.077 0.532 0 1921 0 1038 -148
5 153.1 1.5 -0.113 0.532 0 1837. 0 1002 -207
154.6 1.5 -0.150 0.532 0 1743 0 961 -259
156.2 1.5 -0.187 0.532 0 1638 0 915 -302
28 157.7 1.5 -0.226 0.532 0 1522 0 862 -335
29 159.2 1.5 -0.265 0.532 0 1396 0 803 -357
30 160.8 1.5 -0.305 0.532 0 .1258 0 737 -367
31 162.3 1.5 -0.347 0.532 0 1109 0 662 -363
32 163.8 1.5 -0.390 0.532 0 948 0 578 -344
33 165.4 1.5 -0.435 0.532 0 774 0 484 -309
34 166.9 1.5 -0.483 0.532 0 586 0 377 -255
35 168.5 1.5 -0.533 0.532 0 385 0 255 -181
36 170.0 2.5 -0.605 0.532 0 230 0 159 -119
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