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05 <br />08 9 <br /> XSTABL File: : <br />M30 1-28- <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 /> * All Rights Reserved <br /> * <br /> * Ver. 5.208 96 - 1483 <br /> ********************************** ****** ** <br />' Problem Description : parkdale <br /> -------- --------------------- <br /> SEGMENT BOUNDARY COORDINATES <br /> -------- --------------------- <br /> 7 SU RFACE boundary segments <br /> Segment x-left y-left x-right y- right Soil Unit <br /> No. (ft) (ft) (ft) (ft) Below <br /> Segment <br /> 3 <br /> 1 .0 20.0 350.0 20.0 <br /> 2 350.0 20.0 370.0 60.0 4 <br /> 3 370.0 60.0 390.0 60.0 4 <br /> 4 390.0 60.0 410.0 100.0 4 <br /> 5 410.0 100.0 510.0 100.0 4 <br /> 6 510.0 100.0 580.0 60.0 4 <br /> 7 580.0 60.0 800.0 60.0 4 <br />' 1 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 /> 1 350.0 20.0 800.0 20.0 3 <br />r <br />---------------- <br />' ------- <br />ISOTROP --- <br />IC Soil Parameters <br />