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XSTABL File: PONDI2X 5-14-99 8:45 <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. 5.200 96 a 1216 <br />Problem Description Pond 12 Static <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />• 5 SURFACE bcundary segments <br /> Segment x-left y-left x-right y-right Soil Unit <br /> No. (ft) (ft) (ft) (ft) Below Segment <br /> 1 .0 7235.0 97.5 7236.2 3 <br /> 2 97.5 7236.2 169.0 7260.0 2 <br /> 3 169.0 7260.0 184.0 7260.0 2 <br /> 4 184.0 7260.0 187.0 7259.0 2 <br /> 5 187.0 7259.0 300.0 7259.0 1 <br /> 6 SUBSURFACE boundary segme nts <br /> Segment x-left y-left r.-right y-right Soil Unit <br /> No. (ft) (ft) (ft) (ft) Below Segment <br /> 1 187.0 7259.0 250.0 7238.0 2 <br /> 2 250.0 7238.0 274.0 7230.0 3 <br /> 3 274.0 7230.0 300.0 7230.0 3 <br /> 4 97.5 7236.2 250.0 7238.0 3 <br /> 5 250.0 7238.0 274.0 7230.0 3 <br /> 6 274.0 7230.0 300.0 7230.0 3 <br /> <br />• --------- <br />ISOTROPIC <br />--------- ----------------- <br />Soil Parameters <br />----------------- <br />3 Soil unit(s) specified <br />