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XSTABL File: CELIGQ 1-22-20 33 :09 <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 - 2002 <br /> * Interactive Software Designs, Inc. <br /> * Moscow, ID 83843, U.S.A. <br /> * * <br /> * All Rights Reserved <br /> * * <br /> * Ver. 5.206 96 - 1952 <br /> ****************************************** <br /> Problem Description : Vogl Cell 1 Sec G Seismic <br /> ----------------------------- <br /> SEGMENT BOUNDARY COORDINATES <br /> ----------------------------- <br /> 11 SURFACE boundary segments <br /> Segment x-left y-left x-right y-right <br /> Soil Unit <br /> No. (ft) (ft) (ft) (ft) <br /> Below Segment <br /> 1 .0 4813 .0 72 .0 4813 .0 <br /> 5 <br /> 2 72 .0 4813 .0 100 .0 4812 .0 <br /> 5 <br /> 3 100 .0 4812 .0 127 .5 4825.7 <br /> 4 <br /> 4 127 .5 4825.7 133 .5 4828 .7 <br /> 1 <br /> 5 133 .5 4828.7 140 .5 4828.7 <br /> 1 <br /> 6 140.5 4828.7 145.4 4829.7 <br /> 1 <br /> 7 145.4 4829.7 150.5 4827.9 <br /> 1 <br /> 8 150.5 4827 .9 157.0 4830.5 <br /> 1 <br /> 9 157.0 4830 .5 167.8 4826.5 <br /> 1 <br />