Laserfiche WebLink
1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />XSTABL File: CASES 10-30-99 10:57 <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 83693, U.S.A. * <br />+ ~ <br />* All Rights Reserved <br />* Ver. S.lO5a 95 A 1483 * <br />++++++++*+*+**k**k*#*+#*i+++i+ki*****+++++ <br />Problem Description mining conditions - case 5 <br />SEGMENT <br />-------- BOUNDARY <br />--------- COORDINATES <br />------------ <br />5 S URFACE bou ndary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 50.0 100.0 200.0 100.0 1 <br />2 200.0 100.0 209.0 135.0 5 <br />3 209.0 135.0 209.6 139.0 3 <br />4 209.6 139.0 205.0 192.0 9 <br />5 205.0 192.0 350.0 192.0 4 <br />3 SUBSURFACE boundary segme nts <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 204.6 139.0 350.0 139.0 3 <br />2 209.0 135.0 350.0 135.0 5 <br />3 200.0 100.0 360.0 100.0 1 <br />ISOTROPIC Soil Parameters <br />5 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Pore Pressure Water <br />