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XSTABL File: DHAUL 8-23-99 14:28 <br />• * X S T A B L <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 (4+50) <br />• <br />• <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />7 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 30.0 7514.0 80.0 7525.0 1 <br />2 80.0 7525.0 108.0 7541.0 1 <br />3 108.0 7541.0 135.0 7527.0 1 <br />4 135.0 7527.0 165.0 7527.0 1 <br />5 165.0 7527.0 253.0 7571.0 1 <br />6 253.0 7571.0 300.0 7577.0 1 <br />7 300.0 7577.0 322.0 7580.0 1 <br />------------------------- <br />ISOTROPIC Soil Parameters <br />------------------------- <br />1 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 />1 115.0 120.0 500.0 26.00 .000 .0 0 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />