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File: HLRDG51 - Seneca II-W Haul Rd. G STA. 51+00 (no ph) <br />SINGLE CENTER ANALYSIS <br />Approximately 20 slices selected <br />~' cle center at X= 350.0, Y= 140.0 <br />1.851 at R= 70.4 <br />X= 350.0 Y= 140.0 R= 70.4 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL RESISTING DRIVING <br /> THETA PHI FORCE TERM TERM <br />1 292.1 5.0 1.284 0.577 720 35479 27963 27988 <br />2 297.0 5.0 1.031 0.577 720 39321 28565 28223 <br />3 302.0 5.0 0.848 0.577 720 42440 29122 27452 <br />4 307.0 4.5 0.711 0.577 720 10457 9316 6057 <br />5 311.5 4.5 0.601 0.577 720 12236 10125 6305 <br />6 316.0 4.3 0.508 0.577 720 12399 9894 5617 <br />7 320.3 4.3 0.427 0.577 720 12445 9830 4886 <br />8 324.5 4.3 0.352 0.577 720 12301 9707 4087 <br />9 328.8 4.3 0.282 0.577 720 11983 9529 3257 <br />10 333.0 4.3 0.216 0.577 720 11501 9297 2431 <br />11 337.3 4.3 0.153 0.577 720 10861 9010 1640 <br />12 341.5 4.3 0.091 0.577 720 10070 8665 912 <br />13 345.8 4.3 0.030 0.577 720 9131 8258 276 <br />14 350.0 4.8 -0.034 0.577 720 9061 8815 -312 <br />15 354.8 4.8 -0.104 0.577 720 7436 8080 -767 <br />16 359.7 4.8 -0.175 0.577 720 5592 7206 -961 <br />17 364.5 4.8 -0.248 0.577 720 3522 6161 -848 <br />18 369.4 4.8 -0.325 0.577 720 1215 4898 -376 <br />• <br /> GEOSYSTEM SLOPE STABILITY PROGRAM <br /> SB-SLOPE <br />PROJECT DATA: <br />Project: Stability of Haul Road G - No phreatic surface. Inc. Haul Truck <br />Location: Seneca II-W Mine, Hayden, CO <br />Filename: HLRDG51 Description: Seneca II-W Haul Rd. G STA. 51+00 (no ph) <br />ANALYSIS DATA: <br />Point Coordinates Line Left Right Soil <br />No. X Y No. Point Point No. <br />1 20.0 200.0 1 1 2 1 <br />2 186.0 155.0 2 2 3 1 <br />3 276.0 96.0 3 3 4 1 <br />4 284.0 100.0 4 4 5 1 <br />5 316.0 100.0 5 5 6 1 <br />6 394.0 65.0 6 6 7 1 <br />7 470.0 40.0 <br />Distributed loads <br />No. Left X Right X <br />1 292.0 307.0 <br />Load (lbf/ft) <br />6700.0 <br />Soil Density <br />No, pcf <br />1 134.0 <br />Cohesion Phi <br />psf Deg <br />720 30.0 <br /> <br />