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GP-EV-Edited.OPT <br />XSTABL File: GP-EV 3-09-** 9:54 <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 E - VERTICAL <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />14 SURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 100.0 203.0 238.6 203.0 4 <br />2 238.6 203.0 239.6 200.0 4 <br />3 239.6 200.0 244.6 200.0 4 <br />4 244.6 200.0 244.7 203.0 4 <br />5 244.7 203.0 244.8 206.0 3 <br />6 244.8 206.0 244.9 257.0 2 <br />7 244.9 257.0 245.0 266.0 1 <br />8 245.0 266.0 325.8 266.2 1 <br />9 325.8 266.2 333.1 267.6 1 <br />10 333.1 267.6 336.4 267.6 1 <br />11 336.4 267.6 343.6 265.1 1 <br />12 343.6 265.1 351.3 269.1 1 <br />13 351.3 269.1 358.2 266.5 1 <br />14 358.2 266.5 400.0 264.7 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 />1 244.9 257.0 400.0 257.0 2 <br />2 244.8 206.0 400.0 206.0 3 <br />3 244.7 203.0 400.0 203.0 4 <br />Page 1