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WEST2EQ.OPT <br />XSTABL File: WEST2EQ 3-05-** 15:49 <br />****************************************** <br />* X S T A B L <br />* <br />* Slope stability Analysis <br />* using the * <br />* Method of Slices <br />* * <br />* Copyright (C) 1992 A 96 <br />* Interactive software Designs, Inc. * <br />* Moscow, ID 83843, u.S.A. <br />* * <br />* All Rights Reserved <br />* * <br />* ver. 5.105a 95 A 1483 <br />****************************************** <br />Problem Description Derr Pit west 2 EQ <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />5 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 .0 103.0 100.0 <br />2 100.0 103.0 325.0 <br />3 325.0 178.0 347.5 <br />4 347.5 178.0 352.5 <br />5 352.5 178.0 420.0 <br />9 SUBSURFACE boundary segments <br />segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 100.0 103.0 347.4 <br />2 347.4 103.0 347.5 <br />3 352.5 178.0 352.6 <br />4 352.6 103.0 420.0 <br />5 .0 100.0 347.3 <br />6 347.3 100.0 347.4 <br />7 352.6 103.0 352.7 <br />8 352.7 100.0 420.0 <br />9 347.3 100.0 352.7 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />4 soil unit(s) specified <br />soil unit weight Cohesion Friction <br />Page 1 <br />y-right Soil Unit <br />(ft) Below segment <br />103.0 2 <br />178.0 3 <br />178.0 3 <br />178.0 4 <br />178.0 3 <br />y-right Soil unit <br />(ft) Below segment <br />103.0 2 <br />178.0 4 <br />103.0 4 <br />103.0 4 <br />100.0 1 <br />103.0 4 <br />100.0 4 <br />100.0 1 <br />100.0 1 <br />Pore Pressure <br />water <br />