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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= 28.6, Y= 46.4 <br />~= 1.742 at R= 27.0 <br />X= 28.6 Y= 46.4 R= 27.0 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL RESISTING DRIVING <br /> THETA PHI FORCE TERM TERM <br />1 10.4 1.8 -0.841 0.000 1500 151 3468 -97 <br />2 12.1 1.8 -0.708 0.000 1500 430 3253 -249 <br />3 13.9 1.8 -0.597 0.000 1500 665 3091 -341 <br />4 15.7 1.8 -0.499 0.000 1500 863 2967 -385 <br />5 17.4 1.8 -0.412 0.000 1500 1027 2871 -391 <br />6 19.2 1.6 -0.336 0.000 1500 1207 2571 -384 <br />7 20.8 1.6 -0.267 0.000 1500 1589 2523 -410 <br />8 22.5 1.6 -0.202 0.000 1500 1951 2487 -386 <br />9 24.1 1.6 -0.139 0.000 1500 2293 2461 -315 <br />10 25.7 2.0 -0.071 0.000 1500 3043 3007 -214 <br />11 27.7 0.9 -0.017 0.000 1500 1333 1350 -22 <br />12 28.6 2.9 0.054 0.000 1500 3666 4356 197 <br />13 31.5 1.5 0.136 0.000 1500 1529 2271 207 <br />14 33.0 2.0 0.204 0.000 1500 2119 3062 424 <br />15 35.0 2.0 0.285 0.000 1500 2292 3120 629 <br />16 37.0 1.7 0.364 0.000 1500 13472 2661 4610 <br />17 38.7 1.7 0.442 0.000 1500 13352 2733 5393 <br />18 40.3 1.7 0.526 0.000 1500 13205 2825 6150 <br />19 42.0 3.0 0.664 0.000 1500 2293 5401 1268 <br />20 45.0 1.8 0.838 0.000 1500 13985 3617 8982 <br />~1 46.8 3.2 1.090 0.466 0 22836 12195 16830 <br />22 50.0 0.0 1.304 0.466 0 0 0 0 <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 />12 65.0 29.7 12 11 12 3 <br />13 67.0 27.7 13 12 13 3 <br />APPROVED NOV <br />Z 4 f981 <br />14 72.3 33.0 14 13 4 3 <br />