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CASE3.OPT <br />XSTABL File: CASE3 11-22-** 12:12 <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 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 3 <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />12 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 98.5 202.8 2 <br />2 98.5 202.8 99.5 199.8 2 <br />3 99.5 199.8 104.5 199.8 1 <br />4 104.5 199.8 105.5 202.8 2 <br />5 105.5 202.8 203.2 251.6 3 <br />6 203.2 251.6 241.6 264.4 3 <br />7 241.6 264.4 250.0 267.2 4 <br />8 250.0 267.2 260.0 267.3 4 <br />9 260.0 267.3 265.0 267.5 5 <br />10 265.0 267.5 304.3 268.7 4 <br />11 304.3 268.7 356.7 271.2 4 <br />12 356.7 271.2 400.0 272.5 4 <br />20 SUB SURFACE boundary se gments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 241.6 264.4 259.9 264.3 3 <br />2 265.1 264.5 304.3 265.7 3 <br />3 304.3 265.7 356.7 268.2 3 <br />4 356.7 268.2 400.0 269.5 3 <br />5 105.5 202.8 253.3 202.5 2 <br />6 253.3 202.5 259.8 203.2 2 <br />7 265.2 203.6 311.8 208.2 2 <br /> Page 1