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~~ <br />~~ <br />i <br />i <br />XSTABL Eile: CASE2 10-30-99 12:17 <br />++#*##i#++*i#i++***##+++i++4#Y+++**#i+i+** <br />+ X S T A B L * <br />+ * <br />* Slope Stability Analysis * <br />* using the <br />* Method of Slices * <br />+ + <br />* Copyright IC) 1992 A 96 * <br />* Interactive Software Designs, Inc. <br />* Moscow, ID 83893, U.S.A. <br />+ # <br />* All Rights Reserved <br />* Ver. S.lOSa 95 A 1983 <br />**#*i###i+*#ki#*++ki#i#+*+it*f+++ii+*#ki++ <br />Problem Description mining conditions - case 2 <br />----------------------------- <br />SEGMENT-BOUNDARY-000RDINATES- <br />5 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 50.0 50.0 201.3 <br />2 201.3 50.0 202.9 <br />3 202.9 63.0 203.7 <br />9 203.7 67.0 209.0 <br />5 209.0 70.0 303.0 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 203.7 67.0 303.6 <br />2 202.9 63.0 309.0 <br />3 201.3 50.0 320.0 <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 />50.0 1 <br />63.0 5 <br />67.0 3 <br />70.0 4 <br />70.0 9 <br />y-right Soil Unit <br />(ft) Below Segment <br />67.0 3 <br />63.0 5 <br />50.0 1 <br />Pore Pressure Water <br />