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XSTABL File: CHAUL 8-23-99 14:22 <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. 5.200 96 a 1216 <br />Problem Description Haul Road D (2+87) <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />6 SURFACE boundary segments <br />• <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 15.0 7470.0 84.0 7478.0 1 <br />2 84.0 7478.0 134.0 7503.0 2 <br />3 134.0 7503.0 165.0 7503.0 2 <br />4 165.0 7503.0 173.0 7499.0 2 <br />5 173.0 7499.0 207.0 7508.0 2 <br />6 207.0 7508.0 231.0 7515.0 2 <br />2 SUB SURFACE 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 84.0 7478.0 115.0 7480.0 1 <br />2 115.0 7480.0 173.0 7499.0 1 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />. 2 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />