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GP-A. OPT <br />XSTABL File: GP-A 6-27-** 17:23 <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 A <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />13 SURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 100.0 203.0 181.0 203.0 4 <br />2 181.0 203.0 182.0 200.0 4 <br />3 182.0 200.0 187.0 200.0 4 <br />4 187.0 200.0 188.0 203.0 4 <br />5 188.0 203.0 189.4 206.0 3 <br />6 189.4 206.0 203.0 233.1 2 <br />7 203.0 233.1 210.0 247.1 1 <br />8 210.0 247.1 249.5 248.6 1 <br />9 249.5 248.6 256.5 248.6 1 <br />10 256.5 248.6 279.0 246.6 1 <br />11 279.0 246.6 303.4 246.4 1 <br />12 303.4 246.4 317.1 246.4 1 <br />13 317.1 246.4 350.0 246.3 1 <br />3 SUB SURFACE bo undary segme nts <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 203.0 233.1 350.0 233.1 2 <br />2 189.4 206.0 350.0 206.0 3 <br />3 188.0 203.0 350.0 203.0 4 <br />Page 1