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<br />XSTASL File: 2847A002 7-05-96 17:21 <br /> * X STAB L <br /> * <br /> * Slope Stability Analysis <br /> * using the <br /> * Method of S?.ices <br /> * <br /> * Copyright (C) 1992 ~ 95 <br /> * Interactive Software Designs, Inc. <br /> * Moscow, ID 8384:, U.S.A. <br /> * <br />_ * All Rights Reserved <br /> * <br /> * Ver. 5.105 95 A 1318 <br /> <br /> Problem Description :, <br /> -------- <br />SEGMENT <br />-------- --------------------- <br />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 SUBSURFACE boundary segments <br /> Segment x-left y-left x-right y-right Soil Unit <br /> No. (ft) (ft) (.f t) (ft) Below Segment <br /> 1 1333.5 9300.0 149?.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 /> 6 2142.5 9366.0 3000.0 9366.0 2 <br />~ <br />. <br />; 7 1315.3 9305.0 1333.2 9299.0 1 <br />_, 8 <br />9 1333.2 <br />1497.5 9299.0 1497.5 <br />9245.0 1538.0 9245.0 <br />9245.0 1 <br />1 <br /> 10 1538.0 9245.0 1690.0 9250.0 1 <br /> 11 1690.0 9250.0 1880.0 <br />ll ~ 9260.0 <br />- 1 <br />- <br />