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EASTFTOPEQ.OPT <br /> XSTABL File: EASTFEQ 10-17-** 8:59 <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 East EQ Full Top Reservoir <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 /> 1 100.0 100.0 200.0 100.0 2 <br /> 2 200.0 100.0 362.0 154.0 3 <br /> • <br /> 3 362.0 154.0 377.0 159.0 4 <br /> 4 377.0 159.0 500.0 159.0 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 /> 1 362.0 154.0 500.0 154.0 3 <br /> 2 100.0 100.0 500.0 100.0 2 <br /> 3 100.0 97.0 500.0 97.0 1 <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 /> 1 125.0 141.0 2000.0 20.00 .000 .0 1 <br /> 2 125.0 141.0 100.0 18.00 .000 .0 1 <br /> 3 110.0 125.0 .0 35.00 .000 .0 1 <br /> 4 110.0 131.0 150.0 22.00 .000 .0 1 <br /> Page 1 <br />