Laserfiche WebLink
1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />XSTABL Eile: CASE6 10-30-99 12:28 <br />aa+a+*a+++++*+++++ik+i*i*+++i**+*++#*+##*+ <br />+ X S T A B L ' <br />+ + <br />* Slope Stability Analysis <br /># using the * <br />* Method of Slices a <br />+ + <br />* Copyright (C) 1992 P. 96 <br />+ Interactive Software Designs, Inc. <br />+ Moscow, ID 83893, U.S.A. <br />+ a <br />+ All Rights Reserved <br />+ Ver. 5.1O5a 95 A 1983 * <br />#i+#++ii+k*a+++++i+++ii+i+*+*+*+a*+a+*+*+* <br />Problem Description mining conditions - case 6 <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />5 SURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 50.0 50. 0 201.3 <br />2 201.3 50. 0 202.9 <br />3 202.9 63. 0 203.7 <br />9 203.7 67. 0 209.0 <br />5 209.0 70. 0 303.0 <br />3 SUBSURFACE boundary segments <br />Segment x-left y-left x-right <br />No. (ft) (ft) (ft) <br />1 203.7 67.0 303.8 <br />2 202.9 63.0 309.0 <br />3 201.3 50.0 320.0 <br />ISOTROPIC Soil Parameters <br />5 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction <br />y-right Soil Unit <br />(ft) Below Segment <br />50.0 1 <br />63.0 5 <br />67.0 3 <br />70.0 9 <br />70.0 9 <br />y-right Soil Unit <br />(ft) Below Segment <br />67.0 3 <br />63.0 5 <br />50.0 1 <br />Pore Pressure Water <br />