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GP-B. OPT <br />XSTABL File: GP-B 6-25-** 18:37 <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 : West Farm - Case B <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />8 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 100.0 203.0 182.5 <br />2 182.5 203.0 183.5 <br />3 183.5 200.0 187.5 <br />4 187.5 200.0 189.5 <br />5 189.5 203.0 191.0 <br />6 191.0 206.0 208.0 <br />7 208.0 240.0 215.0 <br />8 215.0 254.0 400.0 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 208.0 240.0 400.0 <br />2 191.0 206.0 400.0 <br />3 189.5 203.0 400.0 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />4 Soil unit(s) specified <br />y-right Soil Unit <br />(ft) Below Segment <br />203.0 4 <br />200.0 4 <br />200.0 4 <br />203.0 4 <br />206.0 3 <br />240.0 2 <br />254.0 1 <br />254.0 1 <br />y-right Soil Unit <br />(ft) Below Segment <br />240.0 2 <br />206.0 3 <br />203.0 4 <br />Page 1