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--SLOPE STABILITY ANALYSIS-- <br />SIMPLIFIED JANBU METHOD OF SLICES <br />IRREGULAR FAILURE SURFACES <br />PROBLEM DESCRIPTION 85688-J SANBORN CREEK MINE, ROAD FILL-2 <br />BOUNDARY COORDINATES <br />7 TOP BWNDAR I ES <br />18 TOTAL BOUNDARIES <br />BOUNDARY X-LEFT Y-LEFT X-RIGHT Y-RIGHT SOIL TYPE <br />N0. BELOW BND <br />1 28.00 34.00 60.00 50.00 3 <br />2 60.00 50.00 80.00 70.00 1 <br />3 80.00 70.00 100.00 70.00 1 <br />4 100.00 70.00 112.00 70.00 3 <br />5 112.00 70.00 115.00 78.00 2 <br />6 115.00 78.00 119.00 80.00 2 <br />7 119.00 80.00 160.00 100.00 3 <br />8 60.00 50.00 70.00 50.00 3 <br />9 70.00 50.00 78.00 58.00 3 <br />10 78.00 58.00 93.00 58.00 3 <br />• 11 <br />12 93.00 <br />96.00 58.00 <br />66.00 96.00 <br />100.00 66.00 <br />70.00 3 <br />3 <br />13 112.00 70.00 118.00 70.00 3 <br />14 118.00 70.00 119.00 79.00 3 <br />15 28.00 23.00 80.00 49.00 4 <br />16 80.00 49.00 100.00 59.00 4 <br />17 100.00 59.00 119.00 68.00 4 <br />18 119.00 68.00 160.00 89.00 4 <br />ISOTROPIC SOIL PARAMETERS <br />4 TYPE(S) OF SOIL <br />SOIL TOTAL SATURATED COHESION FRICTION PORE PRESSURE PIEZCMETRIC <br />TYPE UNIT WT. UNIT WT. INTERCEPT ANGLE PRESSURE CONSTANT SURFACE <br />NO. (DEG) PARAMETER N0. <br />1 134.0 143.0 7.0 36.0 .00 .0 1 <br />2 134.0 143.0 7.0 40.0 .00 .0 1 <br />3 128.0 137.0 376.0 12.6 .00 .0 t <br />4 120.0 135.0 1500.0 17.0 .00 .0 1 <br /> <br /> 11 <br />