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File: HLRDG60P - Seneca II-W Haul Rd. G STA. 60+00 <br />SINGLE CENTER ANALYSIS <br />Approximately 20 slices selected <br />~cle center at X= 496.0, Y= 150.0 <br />1.341 at R= 69.8 <br />X= 496.0 Y= 150.0 R= 69.8 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING <br /> THETA PHI FORCE FORCE TERM TERM <br />1 502.6 2.8 0.115 0.577 150 380 0 614 44 <br />2 505.4 2.8 0.157 0.577 150 1120 0 1012 173 <br />3 508.2 2.8 0.199 0.577 150 1818 0 1381 354 <br />4 511.0 2.8 0.242 0.577 150 2473 0 1722 581 <br />5 513.8 2.8 0.286 0.577 150 3084 0 2038 848 <br />6 516.6 2.8 0.332 0.577 150 3649 0 2330 1150 <br />7 519.4 2.8 0.380 0.577 150 4167 0 2598 1481 <br />8 522.2 2.8 0.431 0.577 150 4635 0 2844 1833 <br />9 525.0 3.0 0.486 0.577 150 5158 0 3147 2253 <br />10 528.0 3.0 0.546 0.577 150 5170 0 3164 2478 <br />11 530.9 3.0 0.612 0.577 150 5111 0 3151 2667 <br />12 533.9 3.0 0.683 0.577 150 4974 0 3104 2807 <br />13 536.8 3.0 0.763 0.577 150 4752 0 3019 2883 <br />14 539.8 3.0 0.853 0.577 150 4434 0 2889 2879 <br />15 542.8 3.0 0.958 0.577 150 4007 0 2704 2771 <br />16 545.7 3.0 1.081 0.577 150 3451 0 2449 2533 <br />17 548.7 3.0 1.233 0.577 150 2739 0 2101 2127 <br />18 551.7 3.0 1.429 0.577 150 1832 0 1622 1501 <br />19 554.6 3.0 1.700 0.577 150 662 0 941 570 <br />• <br />GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <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 Coordinates <br />No. X Y <br />1 20.0 150.0 <br />2 220.0 100.0 <br />3 320.0 85.0 <br />4 360.0 68.0 <br />5 475.0 80.0 <br />6 502.0 80.0 <br />7 525.0 100,0 <br />8 350.0 72.0 <br />9 402.0 90.0 <br />10 435.0 90.0 <br />11 620.0 150.0 <br />Line Left Right Soil Phreatic Soil Density <br />Cohesion Phi <br />psf Deg <br />150 30.0 <br />340 28.0 <br />20.0 118.0 <br />620.0 80.0 <br />No. Point Point No. Line No. pcf <br />1 1 2 1 N 1 128.5 <br />2 2 3 1 N 2 127.1 <br />3 3 8 1 N <br />4 4 5 1 N <br />5 5 6 1 N <br />6 6 7 1 N <br />7 8 9 2 N <br />8 9 10 2 N <br />9 10 5 2 N <br />10 8 4 1 N <br />11 7 11 1 N <br />12 12 8 1 Y <br />13 8 4 1 Y <br />14 4 5 1 Y <br />15 5 13 1 Y <br />