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SOUTH.OPT <br />XSTABL File: SOUTH 6 -27 - ** 16:24 <br />�'c iY it �Y**sY*fc is �r it sY it is sY it is is sY is is irsY *sY sY sY sY is is *it �'c �Y it sY �Y sY sY sY sY <br />* X S T A B L <br />* ,r <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 />* Ver. 5.105a 95 A 1483 <br />Problem Description : Loloff Pit South <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------- - - - - -- <br />4 SURFACE boundary segments <br />Segment <br />x -left <br />y -left <br />x -right <br />y -right <br />Soil <br />Unit <br />No. <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />Below <br />segment <br />1 <br />100.0 <br />100.0 <br />200.0 <br />100.0 <br />(psf) <br />2 <br />2 <br />200.0 <br />100.0 <br />326.0 <br />142.0 <br />141.0 <br />3 <br />3 <br />326.0 <br />142.0 <br />332.0 <br />144.0 <br />125.0 <br />4 <br />4 <br />332.0 <br />144.0 <br />450.0 <br />144.0 <br />3 <br />4 <br />3 SUBSURFACE <br />.0 <br />boundary segments <br />.000 <br />.0 <br />1 <br />4 <br />Segment <br />x -left <br />y -left <br />x -right <br />y -right <br />Soil <br />Unit <br />No. <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />Below <br />Segment <br />1 <br />326.0 <br />142.0 <br />450.0 <br />142.0 <br />3 <br />2 <br />200.0 <br />100.0 <br />450.0 <br />100.0 <br />2 <br />3 <br />100.0 <br />97.0 <br />450.0 <br />97.0 <br />1 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------- - - - - -- <br />4 Soil unit(s) specified <br />Soil <br />Unit <br />weight <br />Cohesion <br />Friction <br />Pore Pressure <br />water <br />Unit <br />Moist <br />Sat. <br />Intercept <br />Angle <br />Parameter <br />Constant <br />Surface <br />No. <br />(pcf) <br />(pcf) <br />(psf) <br />(deg) <br />Ru <br />(psf) <br />No. <br />1 <br />125.0 <br />141.0 <br />2000.0 <br />20.00 <br />.000 <br />.0 <br />1 <br />2 <br />125.0 <br />141.0 <br />100.0 <br />18.00 <br />.000 <br />.0 <br />1 <br />3 <br />110.0 <br />125.0 <br />.0 <br />35.00 <br />.000 <br />.0 <br />1 <br />4 <br />110.0 <br />131.0 <br />150.0 <br />22.00 <br />.000 <br />.0 <br />1 <br />Page 1 <br />