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CASEI.OPT <br />XSTABL File: CASE1 11-22-** 10:51 <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 : KERSEY PIT - CASE 1 <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />15 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 .0 203.0 193.7 206.4 2 <br />2 193.7 206.4 194.7 203.4 2 <br />3 194.7 203.4 199.7 203.5 1 <br />4 199.7 203.5 200.7 206.5 2 <br />5 200.7 206.5 283.0 247.6 3 <br />6 283.0 247.6 316.0 258.6 3 <br />7 316.0 258.6 325.0 261.6 4 <br />8 325.0 261.6 335.0 261.6 4 <br />9 335.0 261.6 340.0 261.6 5 <br />10 340.0 261.6 363.6 261.7 4 <br />11 363.6 261.7 365.1 260.7 4 <br />12 365.1 260.7 369.5 261.7 4 <br />13 369.5 261.7 391.8 261.7 4 <br />14 391.8 261.7 395.7 260.8 4 <br />15 395.7 260.8 400.0 261.7 4 <br />14 SUB SURFACE bo undary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 316.0 258.6 334.9 258.7 3 <br />2 340.1 258.7 400.0 258.7 3 <br />3 200.7 206.5 334.8 208.8 2 <br />4 340.2 208.9 400.0 209.9 2 <br /> Page 1