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File: 5-P1C - Pond 5-P1 <br />SINGLE CENTER ANALYSIS <br />Approximately 40 slices <br />rcle center at X= 52 <br />~= 5.932 at R= 18.0 <br />selected <br />0, Y= 25.0 <br />X= 52.0 Y= 25.0 R= 18 <br />SLICE X-LEFT DX TAN <br /> THETA <br />The following slice has a <br />1 35.9 0.7 1.827 <br />2 36.6 0.7 1.537 <br />3 37.3 0.8 1.320 <br />4 38.1 0.8 1.145 <br />5 38.8 0.8 1.006 <br />6 39.6 0.8 0.891 <br />7 40.4 0.8 0.793 <br />8 41.2 0.8 0.708 <br />9 42.0 0.7 0.635 <br />10 42.7 0.7 0.571 <br />11 43.4 0.7 0.513 <br />12 44.1 0.7 0.458 <br />13 44.9 0.7 0.407 <br />14 45.6 0.7 0.358 <br />15 46.3 0.7 0.312 <br />16 47.0 0.7 0.267 <br />17 47.7 0.7 0.224 <br />18 48.4 0.7 0.182 <br />79 49.1 0.7 0.140 <br />~0 49.9 0.7 0.100 <br />21 50.6 0.7 0.060 <br />22 51.3 0.7 0.020 <br />23 52.0 0.7 -0.020 <br />24 52.7 0.7 -0.060 <br />25 53.4 0.7 -0.100 <br />26 54.1 0.7 -0.140 <br />27 54.9 0.7 -0.182 <br />28 55.6 0.7 -0.224 <br />29 56.3 0.7 -0.267 <br />30 57.0 0.7 -0.312 <br />31 57.7 0.7 -0.360 <br />32 58.5 0.7 -0.410 <br />33 59.2 0.7 -0.463 <br />34 59.9 0.7 -0.519 <br />35 60.7 0.7 -0.580 <br />36 61.4 0.7 -0.645 <br />37 62.1 0.7 -0.717 <br />38 62.9 0.7 -0.798 <br />TAN COHESION <br />PHI <br />normal <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />force= <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />500 <br />VERTICAL PORE WATER RESISTING DRIVING <br />FORCE FORCE TERM TERM <br />-131 <br />44 0 725 39 <br />126 0 639 106 <br />226 23 653 180 <br />302 66 599 228 <br />369 102 559 262 <br />428 134 528 285 <br />481 161 503 299 <br />527 185 483 305 <br />505 186 423 271 <br />519 201 411 258 <br />530 214 401 242 <br />538 225 393 224 <br />543 234 386 205 <br />545 242 379 184 <br />545 248 374 162 <br />543 253 370 140 <br />538 257 366 118 <br />532 259 363 95 <br />523 260 361 73 <br />512 259 359 51 <br />499 258 358 30 <br />484 255 357 10 <br />467 250 357 -9 <br />448 245 358 -27 <br />427 238 359 -42 <br />404 230 361 -56 <br />379 221 363 -68 <br />351 210 366 -77 <br />322 198 370 -83 <br />303 0 383 -90 <br />278 0 389 -94 <br />251 0 396 -95 <br />222 0 403 -93 <br />189 0 412 -87 <br />153 0 423 -77 <br />114 0 436 -62 <br />71 0 450 -42 <br />24 0 468 -15 <br /> <br />