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XSTABL File: PONDI6X 10-04-99 9:15 <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 />• ( <br />Problem Description Pond 16 Static <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />8 SURFACE boundary segments <br />Segment x-left y-left x- right y-right Soil Unit <br />No. (f t) (ft) (ft) (ft) Below Segment <br />1 .0 7420.0 19.0 7420.0 1 <br />2 19.0 7420.0 85.0 7430.0 1 <br />3 85.0 7430.0 125.0 7431.0 1 <br />4 125.0 7431.0 237.0 7468.0 2 <br />5 237.0 7468.0 252.0 7468.0 2 <br />6 252.0 7468.0 310.0 7449.0 2 <br />7 310.0 7449.0 315.0 7447.0 1 <br />8 315.0 7447.0 400.0 7447.0 1 <br />1 SUBSURFACE boundary segments <br />Segment x-left y-left x-right y-right <br />No. (ft) (ft) (ft) (ft) <br />1 125.0 7431.0 310.0 7449.0 <br />I •~ <br />1 <br />ISOTROPIC Soil Parameters <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 />Soil Unit <br />Below Segment <br />