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File: 97-3325 - 20-MILE BATCH WEIGH/LOADOUT HAUL ROAD <br />SINGLE CENTER ANALYSIS <br />Approximately 25 slices selected <br />Circle center at X= 32.0, Y= 58.5 <br />2.013 at R= 32.0 <br />X= 32.0 Y= 58.5 R= 32.0 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL RESISTING DRIVING <br /> THETA PHI FORCE TERM TERM <br />1 21.1 1.1 -0.341 0.000 250 97 303 -31 <br />2 22.3 1.1 -0.299 0.000 250 288 299 -83 <br />3 23.4 1.1 -0.259 0.000 250 474 296 -119 <br />4 24.6 1.1 -0.220 0.000 250 653 294 -140 <br />5 25.7 2.0 -0.168 0.000 250 1329 507 -220 <br />6 27,7 1.3 -0.115 0.000 250 787 319 -90 <br />7 29,0 1.3 -0.075 0.000 250 627 318 -47 <br />8 30,2 1.3 -0.035 0.000 250 461 317 -16 <br />9 31.5 0.0 -0.016 0.000 250 1 1 -0 <br />10 31.5 0.5 -0.008 0.466 0 136 64 -1 <br />11 32.0 1.0 0.016 0.466 0 210 98 3 <br />12 33,0 2.0 0.063 0.466 0 594 274 37 <br />13 35,0 2.0 0.126 0.466 0 827 378 103 <br />14 37,0 1.3 0.179 0.466 0 9231 4199 1623 <br />15 38,3 1.3 0.220 0.466 0 9192 4176 1975 <br />16 39.5 1.3 0.263 0.466 0 9143 4155 2322 <br />17 40.8 1.3 0.306 0.466 0 9085 4137 2662 <br />18 42.0 1.5 0.357 0.466 0 312 143 105 <br />19 43.5 1.5 0.415 0.466 0 197 91 75 <br />~0 45.0 1.4 0.474 0.466 0 9933 4619 4255 <br />GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <br />PROJECT DATA: <br />Project: 20-MILE BATCH WEIGH/LOADOUT HAUL ROAD <br />Location: FOIDEL CREEK MINE, OAK CREEK, COLORADO <br />Filename: 97-3325 Description: 20-MILE BATCH WEIGH/LOADOUT HAUL ROAD <br />ANALYSIS DATA: <br />Point Coordinates Line Left Right Soil Soil Density Cohesion Phi <br />No. X Y No. Point Point No. No. pcf psf Deg <br />1 10,0 26.5 1 1 2 1 1 115.0 1500 0.0 <br />2 19.2 26.5 2 2 3 1 2 110.0 250 0.0 <br />3 31.5 26.5 3 3 4 1 3 140.0 0 25.0 <br />4 68.5 26.5 4 4 5 1 <br />5 80.8 26.5 5 5 6 1 <br />6 90.0 26.5 6 2 7 2 <br />7 25.7 33.0 7 7 8 2 <br />8 27.7 33.0 8 8 9 2 <br />9 33.0 27.7 9 3 9 3 <br />10 35.0 29.7 10 9 10 3 <br />11 50.0 30.0 11 10 11 3 <br />2 65.0 29.7 12 11 12 3 <br />3 67.0 27.7 13 12 13 3 <br />14 72.3 33.0 14 13 4 3 <br />15 74.3 33. o is 13 14 2 APPR OVED NOV 2 4 1997 <br /> 16 14 15 2 <br />