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CASE1-EQ.OPT <br />XSTABL File: CASE1-EQ 11-22-** 10:52 <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 - SEISMIC <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />15 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 .0 203.0 193.7 <br />2 193.7 206.4 194.7 <br />3 194.7 203.4 199.7 <br />4 199.7 203.5 200.7 <br />5 200.7 206.5 283.0 <br />6 283.0 247.6 316.0 <br />7 316.0 258.6 325.0 <br />8 325.0 261.6 335.0 <br />9 335.0 261.6 340.0 <br />10 340.0 261.6 363.6 <br />11 363.6 261.7 365.1 <br />12 365.1 260.7 369.5 <br />13 369.5 261.7 391.8 <br />14 391.8 261.7 395.7 <br />15 395.7 260.8 400.0 <br />y-right <br />(ft) <br />206.4 <br />203.4 <br />203.5 <br />206.5 <br />247.6 <br />258.6 <br />261.6 <br />261.6 <br />261.6 <br />261.7 <br />260.7 <br />261.7 <br />261.7 <br />260.8 <br />261.7 <br />Soil Unit <br />Below Segment <br />2 <br />2 <br />1 <br />2 <br />3 <br />3 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />14 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 316.0 258.6 334.9 <br />2 340.1 258.7 400.0 <br />3 200.7 206.5 334.8 <br />4 340.2 208.9 400.0 <br /> Page 1 <br />y-right <br />(ft) <br />258.7 <br />258.7 <br />208.8 <br />209.9 <br />Soil Unit <br />Below Segment <br />3 <br />3 <br />2 <br />2