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: HR-P1B - Pond HR-P1
SINGLE CENTER ANALYSIS
Approximately 40 slices selected
ircle center at X= 62.0, Y= 37
~=10.451 at R= 20.0
X= 62.0 Y= 37.0 R= 20.0
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= -425
1 43.3 1.1 2.216 0.466 1400 132 0 3512 120
2 44.4 1.1 1.657 0.466 1400 362 0 3054 310
3 45.4 0.8 1.377 0.466 1400 360 21 1958 291
4 46.2 0.8 1.211 0.466 1400 435 59 1845 335
5 47.0 0.8 1.078 0.466 1400 501 91 1759 367
6 47.7 0.8 0.967 0.466 1400 560 120 1691 389
7 48.5 0.8 0.872 0.466 1400 613 144 1636 403
8 49.2 0.8 0.788 0.466 1400 661 166 1591 409
9 50.0 0.8 0.715 0.466 1400 681 182 1528 396
10 50.8 0.8 0.648 0.466 1400 691 198 1483 376
11 51.5 0.8 0.587 0.466 1400 698 211 1443 353
12 52.3 0.8 0.531 0.466 1400 701 222 1408 329
13 53.0 0.8 0.478 0.466 1400 701 232 1377 303
14 53.8 0.8 0.428 0.466 1400 699 239 1350 275
15 54.5 0.8 0.381 0.466 1400 693 245 1325 247
16 55.3 0.8 0.336 0.466 1400 686 250 1303 219
17 56.0 0.8 0.293 0.466 1400 675 252 1283 190
18 56.8 0.8 0.251 0.466 1400 662 254 1265 161
19 57.5 0.8 0.211 0.466 1400 647 254 1249 134
~0 58.3 0.8 0.171 0.466 1400 630 252 1235 106
21 59.0 0.8 0.132 0.466 1400 610 249 1222 80
22 59.8 O.S 0.094 0.466 1400 588 245 1210 55
23 60.5 0.8 0.056 0.466 1400 565 239 1201 32
24 61.3 0.8 0.019 0.466 1400 539 232 1192 10
25 62.0 0.8 -0.020 0.466 1400 543 239 1263 -11
26 62.8 0.8 -0.060 0.466 1400 509 228 1257 -31
27 63.6 0.8 -0.101 0.466 1400 472 215 1252 -47
28 64.4 0.8 -0.141 0.466 1400 432 201 1248 -60
29 65.2 0.8 -0.183 0.466 1400 390 185 1246 -70
30 66.0 0.8 -0.226 0.466 1400 344 167 1245 -76
31 66.8 0.8 -0.269 0.466 1400 297 148 1247 -77
32 67.6 0.8 -0.315 0.466 1400 246 127 1250 -74
33 68.4 0.8 -0.362 0.466 1400 192 104 1255 -65
34 69.2 0.8 -0.411 0.466 1400 136 79 1262 -52
35 70.0 0.8 -0.464 0.466 1400 96 0 1383 -40
36 70.8 0.8 -0.523 0.466 1400 61 0 1400 -28
37 71.7 0.8 -0.586 0.466 1400 21 0 1420 -11
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