Laserfiche WebLink
CASES.OPT <br />XSTABL File: CASE5 11-22-** 11:59 <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 5 <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />15 SURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 .0 203.0 117.2 212.5 2 <br />2 117.2 212.5 124.7 212.3 2 <br />3 124.7 212.3 125.7 209.3 2 <br />4 125.7 209.3 130.7 209.2 1 <br />5 130.7 209.2 131.7 212.2 2 <br />6 131.7 212.2 214.2 253.5 3 <br />7 214.2 253.5 253.2 266.5 3 <br />8 253.2 266.5 263.2 266.5 3 <br />9 263.2 266.5 268.2 266.5 5 <br />10 268.2 266.5 278.2 266.5 3 <br />11 278.2 266.5 333.0 284.7 3 <br />12 333.0 284.7 343.8 288.3 4 <br />13 343.8 288.3 346.5 288.5 4 <br />14 346.5 288.5 377.8 295.5 4 <br />15 377.8 295.5 400.0 295.5 4 <br />14 SUB SURFACE bo undary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 333.0 284.7 346.5 285.5 3 <br />2 346.5 285.5 377.6 292.5 3 <br />3 377.6 292.5 400.0 292.5 3 <br />4 131.7 212.2 263.1 210.6 2 <br /> Page 1