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XSTABL File: HIWALLI 12-17-** 11:01 <br />*******************#*k******************kk <br />* X S TAB L * <br />* k <br />* Slope Stability Analysis <br />* using the <br />* Method of Slices <br />* * <br />* Copyright 1C) 1992 A 97 <br />* Interactive Software Designs, Inc. <br />* Moscow, ID 63843, U.S.A. <br />* * <br />* All Rights Reserved <br />* * <br />* Ver. 5.202 96 A 1393 <br />****************************************** <br />Problem Description East Pit Maximum Highwall <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />6 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (£t) (f t) <br />1 .0 35.0 75.0 <br />2 75.0 35.0 94.9 <br />3 94.9 34.0 95.0 <br />4 95.0 35.0 95.1 <br />5 95.1 75.0 95.2 <br />6 95.2 82.0 180.0 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 95.1 75.0 180.0 <br />2 95.0 35.0 180.0 <br />3 .0 32.0 180.0 <br />ISOTROPIC Soil Parameters <br />4 Soil unit(s) specified <br />y-right Soil Unit <br />(ft) Below Segment <br />35.0 3 <br />34.0 3 <br />35.0 3 <br />75.0 2 <br />82.0 1 <br />82.0 1 <br />y-right Soil Unit <br />(ft) Below Segment <br />75.0 2 <br />35.0 3 <br />32.0 4 <br />