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XSTABL File: BUCKLEN2 11 -29 -12 11:22 <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 - 2006 <br />* Interactive Software Designs, Inc. <br />* Moscow, ID 83843, U.S.A. <br />* * <br />* All Rights Reserved <br />* Ver. 5.208 96 - 1483 * <br />*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />Problem Description : Bucklen Pit - Reclamation <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 10.0 20.0 10.0 2 <br />2 20.0 10.0 160.0 49.7 3 <br />3 160.0 49.7 175.0 50.0 3 <br />4 175.0 50.0 400.0 54.5 4 <br />3 SUBSURFACE boundary segments <br />Segment x -left y -left x -right y -right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 135.0 10.0 173.0 48.0 1 <br />2 173.0 48.0 400.0 52.5 1 <br />3 20.0 10.0 400.0 10.0 2 <br />ISOTROPIC Soil Parameters <br />4 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 />1 121.0 135.0 55.0 40.00 .000 .0 1 <br />2 112.0 132.9 660.0 64.00 .000 .0 1 <br />3 112.0 132.9 274.0 64.00 .000 .0 1 <br />4 112.0 132.9 274.0 64.00 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />Page 9 of 15 <br />