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NORTH.OPT <br />XSTABL File: NORTH 6 -27 - ** 16:36 <br />*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />* X S T A B L <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. 5.105a 95 A 1483 <br />*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />Problem Description : Loloff Pit North <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 />365.0 <br />155.0 <br />141.0 <br />3 <br />3 <br />365.0 <br />155.0 <br />377.0 <br />159.0 <br />125.0 <br />4 <br />4 <br />377.0 <br />159.0 <br />500.0 <br />159.0 <br />3 <br />4 <br />3 SUBSURFACE <br />boundary <br />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 />365.0 <br />155.0 <br />500.0 <br />155.0 <br />3 <br />2 <br />200.0 <br />100.0 <br />500.0 <br />100.0 <br />2 <br />3 <br />100.0 <br />97.0 <br />500.0 <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 />