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XSTABL File: PD15 6-03-99 8:48 <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, J.S.A. <br />* * <br />* All Rights Reserved <br />* * <br />* Ver. 5.200 96 a 1216 <br />********a*+***********+*+**********a****** <br />Problem Descripticn SENECA IIW POND 15 <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 .0 7370.0 32.0 7370.0 1 <br />2 32.0 7370.0 77.0 7385.0 1 <br />3 77.0 7385.0 92.5 7385.0 1 <br />4 92.5 7385.0 126.0 7373.6 1 <br />5 126.0 7373.5 137,0 7370.0 1 <br />6 137.0 7370.0 200.0 7370.0 1 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />1 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Pore Pressure <br />Unit Moist Sat. Intercept Angle Parameter Constant <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) <br />1 100.0 120.0 .0 33.00 .000 .0 <br />• 1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />Water <br />Surface <br />No. <br />1 <br />