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File: HLRDG60P - Seneca <br />SINGLE CENTER ANALYSIS <br />Approximately 20 slices <br />~cle center at X= 339 <br />2.299 at R= 27.5 <br />II-W Haul Rd. G STA. 60+00 <br />selected <br />0, Y= 98.0 <br />X= 339,0 Y= 98.0 R= 27.5 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING <br /> THETA PHI FORCE FORCE TERM TERM <br />1 314.3 1.9 1.722 0.577 150 361 0 684 312 <br />2 316.2 1.9 1.312 0.577 150 989 0 1060 786 <br />3 318.1 1.9 1.056 0.577 150 1463 0 1297 1063 <br />4 320.0 2.8 0.837 0.577 150 2655 0 2101 1704 <br />5 322.8 1.8 0.672 0.577 150 1903 54 1379 1061 <br />6 324.6 1.S 0.565 0.577 150 1980 151 1334 974 <br />7 326.4 1.8 0.471 0.577 150 2016 228 1288 859 <br />8 328.2 1.8 0.387 0.577 150 2014 287 1239 727 <br />9 330.0 1.8 0.309 0.577 150 1978 329 1188 584 <br />10 331.8 1.8 0.236 0.577 150 1911 356 1133 439 <br />11 333.6 1.8 0.166 0.577 150 1814 368 1075 297 <br />12 335.4 1.8 0.099 0.577 150 1689 367 1013 166 <br />13 337.2 1.6 0.033 0.577 150 1535 352 946 50 <br />14 339.0 1.9 -0.035 0.577 150 1426 341 921 -49 <br />15 340.9 1.9 -0.105 0.577 150 1191 294 830 -124 <br />16 342.8 1.9 -0.176 0.577 150 923 230 729 -160 <br />17 344.7 1.9 -0.250 0.577 150 621 150 614 -151 <br />18 346.6 1.9 -0.329 0.577 150 284 53 481 -89 <br />19 348.5 0.5 -0.381 0.577 150 15 0 104 -5 <br />• <br /> GEOSYSTEM SLOPE STABILITY PROGRAM <br /> SB-S LOPE <br />PROJECT DATA: <br />Project: Stability of Haul Road G @ STA. 60+00 Phreatic Surface <br />Location: Seneca II-W Mine, Hayden,CO <br />Filename: HLRDG60P Description: Seneca II-W Haul Rd. G STA. 60+00 <br />ANALYSIS DATA: <br />Point Coordina tes Line Left Right Soil Phreatic Soil Density <br />No. X Y No. Point Point No. Line No. pcf <br />1 20.0 150.0 1 1 2 1 N 1 128.5 <br />2 220.0 100.0 2 2 3 1 N 2 127.1 <br />3 320.0 85.0 3 3 8 1 N <br />4 360.0 68.0 4 4 5 1 N <br />5 475.0 80.0 5 5 6 1 N <br />6 502.0 80.0 6 6 7 1 N <br />7 525.0 100.0 7 8 9 2 N <br />8 350.0 72.0 8 9 10 2 N <br />9 402.0 90.0 9 10 5 2 N <br />10 435.0 90.0 10 8 4 1 N <br />11 620.0 150.0 11 7 11 1 N <br /> 20.0 118.0 12 12 8 1 Y <br /> 620.0 80.0 13 8 4 1 Y <br /> 14 4 5 1 Y <br /> 15 5 13 1 Y <br />Cohesion Phi <br />psf Deg <br />150 30.0 <br />340 28.0 <br />