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<br />XSTABL File: KAUFFl 9-06-99 10:10 <br />*1#t#*#*###}F#4Y#iit}}LY*#*iYiti}#i*#ii#}# <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 63893, U.S.A. <br /># } <br />* All Rights Reserved <br /># <br /># Ver. S.lOSa 95 11 1983 # <br />Problem Description Case 1 - Kauffman Pit H 3 - 98-233 <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />9 SURFACE boundary segments <br />Segment x-left y-left x-righ t <br />No. (ft) (ft) (ft) <br />1 1.0 10.0 20. 0 <br />2 20.0 10.0 28. 0 <br />3 28.0 26.0 55. 0 <br />9 55.0 26.0 115. 0 <br />1 SUB SURFACE boundary segme nts <br />Segment x-left y-left x-righ t <br />No. (ft) (ft) (ft) <br />1 20.0 10.0 115. 0 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />y-right Soil Unit <br />(ft) Below Segment <br />10.0 1 <br />26.0 2 <br />26.0 2 <br />26.0 2 <br />y-right Soil Unit <br />(ft) Below Segment <br />10.0 1 <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 />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />