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1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />XSTABL File: RD10 1-28-08 9:12 <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 - 2006 <br />* Interactive Software Designs, Inc. <br />* Moscow, ID 83843, U.S.A. <br />* <br />* All Rights Reserved <br />* <br />* Ver. 5.208 96 - 1483 <br />****************************************** <br />Problem Description : parkdale <br />-------- <br />SEGMENT <br />-------- --------- <br />BOUNDARY <br />--------- ---- ________ <br />COORDINATES <br />------------ <br />6 SURFACE bou ndary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below <br />Segment <br />1 .0 10.0 100.0 10.0 3 <br />2 100.0 10.0 130.0 20.0 3 <br />3 130.0 20.0 150.0 20.0 3 <br />4 150.0 20.0 390.0 100.0 1 <br />5 390.0 100.0 410.0 100.0 1 <br />6 410.0 100.0 500.0 105.0 4 <br />11 SUBSURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below <br />Segment <br />1 150.0 20.0 335.0 20.0 3 <br />2 335.0 20.0 357.5 65.0 2 <br />3 357.5 65.0 372.5 65.0 2 <br />4 335.0 20.0 340.0 15.0 3 <br />5 340.0 15.0 345.0 15.0 3 <br />6 345.0 15.0 350.0 20.0 3