Laserfiche WebLink
<br /> XSTABL File: EXTBLOI 3-04-93 13:00 <br /> <br /> * XSTABL <br /> * * <br /> * Slope Stability Analysis using <br /> * Simplified BISHOP or JANBU methods <br /> * * <br /> * Copyright (C) 1992 <br />' * Interactive Software Designs, Inc. <br /> * All Rights Reserved <br />' * <br />* * <br />* <br /> * BRIERLEY and LYMAN <br /> * Denver, CO 80202 <br />' * * <br /> * Ver. 4.10 1045 <br /> **************************************** ** <br />1 <br /> Problem Description Cooley - Initial Slope <br />1 <br />' SEGMENT BOUNDARY COORDINATES <br /> 4 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 .0 570.0 80.0 570.0 1 <br /> 2 80.0 570.0 290.0 750.0 1 <br /> 3 290.0 750.0 340.0 755.0 1 <br />' 4 340.0 755.0 500.0 714.0 1 <br />' ISOTROPIC Soil Parameters <br />' 1 type(s) of soil <br />' Soil Unit Weight Cohesion Friction Pore Pr essure Water <br /> Unit Moist Sat. Intercept Angle Parameter Consta nt Surface <br /> No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />' 1 150.0 150.0 .0 .00 .000 .0 1 <br />' NON-LINEAR MOHR-COULOMB envelope has been specified for 1 soil(s) <br />' Soil Unit # 1 <br />Point Normal Stress Shear Stress <br />' No. (psf) (psf) <br />