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CASE2.OPT <br />XSTABL File: CASE2 11-22-** 11:08 <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 2 <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />17 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 69.2 203.4 2 <br />2 69.2 203.4 70.2 200.4 2 <br />3 70.2 200.4 75.2 200.4 1 <br />4 75.2 200.4 76.2 203.4 2 <br />5 76.2 203.4 155.0 242.8 3 <br />6 155.0 242.8 194.1 255.8 3 <br />7 194.1 255.8 204.1 255.6 3 <br />8 204.1 255.6 209.1 255.8 5 <br />9 209.1 255.8 227.2 255.8 3 <br />10 227.2 255.8 306.3 279.8 3 <br />11 306.3 279.8 315.0 282.5 4 <br />12 315.0 282.5 318.0 283.0 4 <br />13 318.0 283.0 340.4 283.4 4 <br />14 340.4 283.4 375.2 284.8 4 <br />15 375.2 284.8 381.7 283.1 4 <br />16 381.7 283.1 391.8 285.2 4 <br />17 391.8 285.2 400.0 285.2 4 <br />13 SUB SURFACE boundary se gments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 306.3 279.8 370.6 281.5 3 <br />2 370.6 281.5 400.0 282.2 3 <br /> Page 1