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GP-C2-EQ.OPT <br />XSTABL File: GP-C2-EQ 3-09-** 9:34 <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 />* All Rights Reserved <br />* * <br />* Ver. 5.105a 95 A 1483 <br />****************************************** <br />Problem Description : West Farm - Case C - 2:1 - EQ <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />12 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 .0 203.0 40.0 203.0 4 <br />2 40.0 203.0 41.0 200.0 4 <br />3 41.0 200.0 46.0 200.0 4 <br />4 46.0 200.0 47.0 203.0 4 <br />5 47.0 203.0 53.0 206.0 3 <br />6 53.0 206.0 163.0 261.0 2 <br />7 163.0 261.0 181.0 270.0 1 <br />8 181.0 270.0 355.0 270.0 1 <br />9 355.0 270.0 364.5 273.2 1 <br />10 364.5 273.2 376.4 268.8 1 <br />11 376.4 268.8 382.2 271.7 1 <br />12 382.2 271.7 400.0 271.1 1 <br />3 SUBSURFACE bo undary se gments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 163.0 261.0 400.0 261.0 2 <br />2 53.0 206.0 400.0 206.0 3 <br />3 47.0 203.0 400.0 203.0 4 <br />-=-------- <br />ISOTROPIC --------- <br />Soil Para ------- <br />meters <br /> Page 1