Laserfiche WebLink
File: HLRDG5IP - Seneca II-W Haul Rd. G STA. 51+00 <br />SINGLE CENTER ANALYSIS <br />Approx imately 20 sl ices se lected <br />~' cle center at X= 400.0, Y= 160 .0 <br />1. 560 at R= 124 .0 <br />X= 400 .0 Y= 160.0 R= 124 .0 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING <br /> THETA PHI FORCE FORCE TERM TERM <br />The fo llowing slice has a normal force= -487 <br />1 291.5 0.5 1.790 0.577 720 32 0 482 28 <br />2 292.0 6.1 1.596 0.577 720 45491 0 36280 38546 <br />3 298.1 8.9 1.277 0.577 720 79227 2536 55831 62374 <br />4 307.0 9.0 1.022 0.577 720 32099 7060 21718 22940 <br />5 316.0 8.7 0.840 0.577 720 38218 10040 22423 24580 <br />6 324.7 8.7 0.699 0.577 720 41448 12457 22274 23754 <br />7 333.3 8.7 0.582 0.577 720 43381 14270 21940 21825 <br />8 342.0 8.7 0.481 0.577 720 44213 15569 21454 19149 <br />9 350.7 8.7 0.390 0.577 720 44076 16418 20830 16007 <br />10 359.3 8.7 0.307 0.577 720 43065 16860 20073 12627 <br />11 368.0 8.7 0.229 0.577 720 41244 16925 19180 9208 <br />12 376.7 8.7 0.155 0.577 720 38661 16635 18142 5928 <br />13 385.3 8.7 0.084 0.577 720 35347 16004 16944 2947 <br />14 394.0 6.0 0.024 0.577 720 22464 10461 11153 544 <br />15 400.0 8.3 -0.034 0.577 720 28528 13285 15004 -960 <br />16 408.3 8.3 -0.102 0.577 720 24828 11562 14274 -2508 <br />17 416.7 8.3 -0.171 0.577 720 20488 9541 13351 -3449 <br />18 425.0 8.3 -0.243 0.577 720 15491 7214 12194 -3651 <br /> 433.4 8.3 -0.318 0.577 720 9807 4567 10744 -2972 <br /> 441.7 8.3 -0.399 0.577 720 3395 1581 8910 -1257 <br />GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <br />PROJECT DATA: <br />Project: Stability of Haul Road G @ STA. 51+00 Phreatic Surface <br />Location: Seneca ZI-W Mine, Hayden, CO <br />Filename: HLRDG5IP Description: Seneca II-W Haul Rd. G STA. 51+00 <br />ANALYSIS DATA: <br />Point Coordinates <br />No. X Y <br />1 20.0 200.0 <br />2 186.0 155.0 <br />3 276.0 96.0 <br />4 284.0 100.0 <br />5 316.0 100.0 <br />6 394.0 65.0 <br />7 470.0 40.0 <br />8 20.0 160.0 <br />Line Left Right Soil Phreatic <br />No. Point Point No. Line <br />1 1 2 1 N <br />2 2 3 1 N <br />3 3 4 1 N <br />4 4 5 1 N <br />5 5 6 1 N <br />6 6 7 1 Y <br />7 8 6 1 Y <br />Soil Density Cohesion Phi <br />No. pcf psf Deg <br />1 134.0 720 30.0 <br />~tributed loads <br />Left X Right X Load (lbf/ft) <br />292.0 307.0 6700.0 <br />