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<br />r~ <br />11..J <br />--SLOPE STABILITY ANALYSIS- <br />SIMPLIFIED IANBU METHOD OF SLICES <br />IRREGULAR FAILURE SURFACES <br />PROBLEM DESCRIPTION 86097-! SANBORN CREEK MINE, <br />S2' high HAUL ROAD FILL, sta 8+00, GLOBAL <br />BOUNDARY COORDMATES <br />13 TOP BOUNDARIES <br />24 TOTAL BOUNDARIES <br />BOIRJDARY JC•IEFT Y•(EFT !C-RIGHT Y•RIOHT SOO.TYPE <br />NO. BF1.OW BND <br />1 .00 .00 40.00 30.00 3 <br />2 40.00 30.00 58.00 33.00 3 <br />3 58.00 33.00 80.00 33.00 4 <br />4 80.00 33.00 100.00 33.00 1 <br />S 100.00 33.00 132.00 83.00 I <br />6 132.00 83.00 135.00 82.00 1 <br />7 133.00 82.00 171.00 82.00 I <br />8 171.00 82.00 175.00 80.00 4 <br />9 175.00 R0.00 184.00 107.00 S <br />10 I R4.00 107.00 224.00 130.00 3 - <br />ll 224.00 130.00 250.00 141.00 3 <br />12 230.00 141.00 300.00 152.00 3 <br />13 300.00 152.00 330.00 158.00 3 <br />14 .00 .00 58.00 33.00 4 <br />IS 100.00 53.00 120.00 53.00 <br />16 80.00 33.00 95.00 33.00 4 <br />17 93.00 33.00 120.00 53.00 4 <br />18 120.00 53.00 IG1.00 80.00 4 <br />19 I G 1.00 80.00 171.00 82.00 4 <br />20 184.00 107.00 230.00 133.00 4 <br />21 230.00 133.00 300.00 143.00 4 <br />22 300.00 143.00 350.00 IS0.00 4 <br />23 184.00 107.00 350.00 87.00 S <br />24 175.00 80.00 330.00 60.00 4 <br /> <br />