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EASTFTOP.OPT <br />XSTABL File: EASTF 10 -17 - ** 8:56 <br />*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <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. 5.105a 95 A 1483 <br />*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />Problem Description : Loloff Pit East Full Top Reservoir <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------- - - - - -- <br />4 <br />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 />2 <br />2 <br />200.0 <br />100.0 <br />362.0 <br />154.0 <br />3 <br />3 <br />362.0 <br />154.0 <br />377.0 <br />159.0 <br />4 <br />4 <br />377.0 <br />159.0 <br />500.0 <br />159.0 <br />4 <br />3 <br />SUBSURFACE boundary <br />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 />362.0 <br />154.0 <br />500.0 <br />154.0 <br />3 <br />2 <br />100.0 <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 <br />-------------------------- <br />Soil Parameters <br />4 Soil <br />unit(s) specified <br />Soil <br />unit weight <br />Cohesion <br />Friction <br />Pore Pressure <br />water <br />Unit <br />Moist Sat. <br />Intercept <br />Angle <br />Parameter <br />Constant surface <br />No. <br />(pcf) (pcf) <br />(psf) <br />(deg) <br />RU <br />(psf) <br />No. <br />1 <br />125.0 141.0 <br />2000.0 <br />20.00 <br />.000 <br />.0 1 <br />2 <br />125.0 141.0 <br />100.0 <br />18.00 <br />.000 <br />.0 1 <br />3 <br />110.0 125.0 <br />.0 <br />35.00 <br />.000 <br />.0 1 <br />4 <br />110.0 131.0 <br />150.0 <br />22.00 <br />.000 <br />.0 1 <br />Page <br />1 <br />