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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />XSTABL File: CASE1 10-30-99 10:17 <br />* X S T A B L <br />Slope Stability Analysis * <br />* using the <br />* Method of Slices <br />Copyright (C) 1992 A 96 * <br />* Interactive Software Designs, Inc. * <br />* Moscow, ID 83843, U.S.A. <br />* k <br />' All Rights Reserved <br />* Ver. 5.105a 95 A 1483 <br />.+.*..*...t.+*.*.**...**...*a*a*****.*.**. <br />Problem Description mining conditions - case 1 <br />SEGMENT BOUNDARY COORDINATES <br />5 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 50.0 100. 0 200.0 <br />2 200.0 100. 0 209.0 <br />3 209.0 135. 0 204.6 <br />9 209.6 139. 0 205.0 <br />5 205.0 192. 0 350.0 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 209.6 139.0 350.0 <br />2 204.0 135.0 350.0 <br />3 200.0 100.0 360.0 <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />5 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction <br />y-right Soil Unit <br />(ft) Below Segment <br />100.0 1 <br />135.0 5 <br />139.0 3 <br />192.0 9 <br />142.0 9 <br />y-right Soil Unit <br />(ft) Below Segment <br />139.0 3 <br />135.0 5 <br />100.0 1 <br />Pore Pressure Water <br />