PERMFILE51134

• Permit No: C1981044
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 18A Pond Embankment Stability Evaluation
• Media Type: D
• Archive: No

File: 48579P2A - Pond 9-P2
SINGLE CENTER ANALYSIS
Approximately 40 slices selected
Circle center at X= 70.0, Y= 50.0
•= 1.331 at R= 37.0
X= 70.0 Y= 50.0 R= 37.0
SLICE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING
THETA PHI FORCE FORCE TERM TERM
The following slice has a normal force= -29
1 39.1 0.9 1.446 0.325 100 70 0 140 58
2 40.0 1.2 1.310 0.325 100 291 0 268 232
3 41.2 1.2 1.179 0.325 100 469 0 326 358
4 42.4 1.3 1.066 0.325 100 673 44 384 491
5 43.7 1.3 0.967 0.325 100 837 126 402 581
6 44.9 1.3 0.880 0.325 100 985 199 419 651
7 46.2 1.3 0.804 0.325 100 1121 264 434 702
8 47.5 1.3 0.735 0.325 100 1244 322 449 737
9 48.7 1.3 0.672 0.325 100 1357 373 462 757
10 50.0 1.2 0.616 0.325 100 1317 387 429 691
11 51.2 1.2 0.567 0.325 100 1330 421 417 656
12 52.4 1.2 0.520 0.325 100 1336 451 405 616
13 53.5 1.2 0.475 0.325 100 1336 477 393 573
14 54.7 1.2 0.433 0.325 100 1329 500 382 528
15 55.9 1.2 0.393 0.325 100 1317 518 370 482
16 57.1 1.2 0.354 0.325 100 1300 534 358 434
17 58.2 1.2 0.317 0.325 100 1277 546 346 386
18 59.4 1.2 0.281 0.325 100 1249 555 334 338
19 60.6 1.2 0.246 0.325 100 1216 561 321 290
0
~ 61.8 1.2 0.211 0.325 100 1179 564 308 244
1 62.9 1.2 0.178 0.325 100 1136 564 296 199
22 64.1 1.2 0.145 0.325 100 1090 561 282 156
23 65.3 1.2 0.112 0.325 100 1038 555 269 116
24 66.5 1.2 0.080 0.325 100 982 547 255 78
25 67.6 1.2 0.048 0.325 100 922 536 241 44
26 68.8 1.2 0.016 0.325 100 857 522 226 14
27 70.0 1.2 -0.016 0.325 100 795 0 376 -12
28 71.2 1.2 -0.047 0.325 100 757 0 367 -36
29 72.3 1.2 -0.079 0.325 100 715 0 356 -56
30 73.5 1.2 -0.111 0.325 100 669 0 345 -73
31 74.6 1.2 -0.143 0.325 100 618 0 332 -87
32 75.8 1.2 -0.175 0.325 100 563 0 317 -97
33 77.0 1.2 -0.209 0.325 100 503 0 301 -103
34 78.1 1.2 -0.242 0.325 100 439 0 283 -103
35 79.3 1.2 -0.277 0.325 100 370 0 263 -99
36 80.5 1.2 -0.313 0.325 100 296 0 241 -88
37 81.6 1.2 -0.349 0.325 100 218 0 217 -72
38 82.8 1.2 -0.387 0.325 100 134 0 189 -49
39 83.9 1.2 -0.427 0.325 100 46 0 159 -18
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