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<br />XSTABL File: EPOND 5-25-99 12:48 <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 />****************************************** <br />Problem Description OXBOW E POND <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 .0 6111.0 31.0 6115.0 1 <br />2 31.0 6115.0 64.0 6128.0 1 <br />3 64.0 6128.0 76.0 6128.0 1 <br />4 76.0 5128.0 103.5 5120.0 1 <br />5 103.5 5120.0 151.5 6121.0 1 <br />6 151.5 6121.0 209.5 6142.0 1 <br />7 209.5 6142.0 220.0 6142.0 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} fpsf) (deg) Ru (psf) No. <br />1 100.0 12G.0 .0 33.00 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />