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<br />XSTABL File: CASE4 3-02-** 15:49 <br /> <br />* X S TAB L <br />* * <br />* Slope Stability Analysis * <br />* using the * <br />* Method of Slices <br />* <br />* Copyright (C) 1992 A 96 <br />* Int eractive Software Designs, Inc. <br />* Moscow, ID 83843, U.S.A. <br /> <br />* All Aights Reserved <br />* * <br />* Ver. S.lOSa 95 A 1483 * <br /> <br />Problem Description mining conditions - case 9 <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. 0 204.0 <br />3 204. 0 135. 0 204.6 <br />4 204. 6 139. 0 205.0 <br />5 205. 0 142. 0 350.0 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 204.6 139.0 350.0 <br />2 204.0 135.0 350.0 <br />3 200.0 100.0 360.0 <br />ISOTROPIC Soil Parameters <br />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 />142.0 4 <br />142.0 4 <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 />