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-------- D:\GEOTECH\XSTABLS\943-2847\2847A27X.OPT <br />XSTABL File: 2847A27X 2-07-96 23:32 <br />* X S TAB L <br />* * <br />* Slope Stability Analysis <br />* using the <br />* Method of Slices <br />* * <br />* Copyright (C) 1992 a 95 <br />* Interactive Software Designs, Inc. <br />* Moscow, ID 83843, U.S.A. <br />* * <br />* All Rights Reserved <br />* * <br />* Ver. 5.103a 95 a 1319 * <br />****************************************** <br />Problem Description CC&V / Phase II Stability / CO <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />8 SURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 900.0 9190.0 1000.0 9190.0 1 <br />2 1000.0 9190.0 1287.5 9305.0 1 <br />3 1287.5 9305.0 1315.3 9305.0 1 <br />4 1315.3 9305.0 1318.5 9305.0 2 <br />5 1318.5 9305.0 1333.5 9300.0 2 <br />6 1333.5 9300.0 1548.0. 9300.0 3 <br />7 1548.0 9300.0 2348.0 9620.0 3 <br />8 2348.0 9620.0 3000.0 9620.0 3 <br />13 SUB SURFACE boundary seg ments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (f t) Below Segment <br />1 1333.5 9300.0 1497.5 9246.0 2 <br />2 1497.5 9246.0 1538.0 9246.0 2 <br />3 1538.0 9246.0 1690.0 9251.0 2 <br />4 1690.0 9251.0 1880.0 9261.0 2 <br />5 1880.0 9261.0 2142.5 9366.0 2 <br />