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XSTABL File: RUN7 8-29-99 15:38 <br />k{i{{i#i#*i#}**#{##{##i#i*#{+khik{###i{i*} <br />* X S T A B L { <br />* * <br /># Slope Stability Analysis i <br />* using the i <br /># Method of Slices + <br />i , <br />* Copyright (C) 1992 A 96 <br />+ Interactive Software Designs, Inc. + <br />+ Moscow, ID 63843, U.S.A. <br /># , <br />+ All Rights Reserved + <br />} { <br />+ Ver. S.lO5a 95 fi 1983 <br />i#i}i*{i**}*##{##{ii##i{##i##{{i#.i##+i#** <br />Problem Description mining conditions <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />9 SURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 100.0 30.0 205.0 30.0 3 <br />2 205.0 30.0 207.0 91.0 1 <br />3 207.0 41.0 208.0 96.0 2 <br />9 208.0 96.0 300.0 96.0 2 <br />2 SUBSURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft1 (ft) Below Segment <br />1 207.0 91.0 300.0 91.0 2 <br />2 205.0 30.0 300.0 30.0 3 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />3 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />