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GP-AV-EQ.OPT <br />XSTABL File: GP-AV-EQ 3-09-** 9:26 <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 - VERTICAL - EQ <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />13 SURFACE boundary segments <br />Segment x-left y-left x-right y-right <br />No. (ft) (ft) (ft) (ft) <br />1 100.0 203.0 198.6 203.0 <br />2 198.6 203.0 199.6 200.0 <br />3 199.6 200.0 204.6 200.0 <br />4 204.6 200.0 204.7 203.0 <br />5 204.7 203.0 204.8 206.0 <br />6 204.8 206.0 204.9 233.1 <br />7 204.9 233.1 205.0 247.1 <br />8 205.0 247.1 249.5 248.6 <br />9 249.5 248.6 256.5 248.6 <br />10 256.5 248.6 279.0 246.6 <br />11 279.0 246.6 303.4 246.4 <br />12 303.4 246.4 317.1 246.4 <br />13 317.1 246.4 350.0 246.3 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right y-right <br />No. (ft) (ft) (ft) (ft) <br />1 204.9 233.1 350.0 233.1 <br />2 204.8 206.0 350.0 206.0 <br />3 204.7 203.0 350.0 203.0 <br />Soil Unit <br />Below Segment <br />4 <br />4 <br />4 <br />4 <br />3 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Soil Unit <br />Below Segment <br />2 <br />3 <br />4 <br />Page 1