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: 5 -P1B - Pond 5-P1
SINGLE CENTER ANALYSIS
Approxi mately .40 slices selected
rcle center at X= 52.0, Y= 2 5.0
~=18.1 53 at R= 18.0
X= 52. 0 Y= 25.0 R= 18.0
SLICE X -LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING
THETA PHI FORCE FORCE TERM TERM
The fol lowing slice has a normal force= -107
1 35.9 0.7 1.827 0.466 1400 44 0 1981 39
2 36.6 0.7 1.537 0.466 1400 126 0 1824 106
3 37.3 0.8 1.320 0.466 1400 226 23 1919 180
4 38.1 0.8 1.145 0.466 1400 302 66 1793 228
5 38.8 0.8 1.006 0.466 1400 369 102 1699 262
6 39.6 0.8 0.891 0.466 1400 428 134 1626 285
7 40.4 0.8 0.793 0.466 1400 481 161 1567 299
8 41.2 0.8 0.708 0.466 1400 527 185 1520 305
9 42.0 0.7 0.635 0.466 1400 505 186 1339 271
10 42.7 0.7 0.571 0.466 1400 519 201 1304 258
11 43.4 0.7 0.513 0.466 1400 530 214 1273 242
12 44.1 0.7 0.458 0.466 1400 538 225 1246 224
13 44.9 0.7 0.407 0.466 1400 543 234 1222 205
14 45.6 0.7 0.358 0.466 1400 545 242 1201 184
15 46.3 0.7 0.312 0.466 1400 545 248 1183 162
16 47.0 0.7 0.267 0.466 1400 543 253 1167 140
17 47.7 0.7 0,224 0.466 1400 538 257 1153 118
18 48.4 0.7 0.182 0.466 1400 532 259 1140 95
19 49.1 0.7 0.140 0.466 1400 523 260 1130 73
I~0 49.9 0.7 0.100 0.466 1400 512 259 1120 51
21 50.6 0.7 0.060 0.466 1400 499 258 1113 30
22 51.3 0.7 0.020 0,466 1400 484 255 1107 10
23 52.0 0.7 -0.020 0.466 1400 467 250 1102 -9
24 52.7 0.7 -0.060 0.466 1400 448 245 1098 -27
25 53.4 0.7 -0.100 0.466 1400 427 238 1096 -42
26 54.1 0.7 -0.140 0.466 1400 404 230 1096 -56
27 54.9 0.7 -0.182 0.466 1400 379 221 1096 -68
28 55.6 0.7 -0.224 0.466 1400 351 210 1099 -77
29 56.3 0.7 -0.267 0.466 1400 322 198 1103 -83
30 57.0 0.7 -0.312 0.466 1400 303 0 1231 -90
31 57.7 0.7 -0.360 0.466 1400 278 0 1238 -94
32 58.5 0.7 -0.410 0.466 1400 251 0 1247 -95
33 59.2 0.7 -0.463 0.466 1400 222 0 1258 -93
34 59.9 0.7 -0.519 0.466 1400 189 0 1271 -87
35 60.7 0.7 -0.580 0.466 1400 153 0 1286 -77
36 61.4 0.7 -0.645 0.466 1400 114 0 1304 -62
37 62.1 0.7 -0.717 0.466 1400 71 0 1326 -42
38 62.9 0.7 -0.798 0.466 1400 24 0 1353 -15
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