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Pond13x2.opt <br />• XSTABL File: POND13X2 7-16-99 9:45 <br />' X S T A B L ' <br />' Slope Stability Analysis ' <br />using the ' <br />' Method of Slices ' <br />Copyright (C) 1992 el 96 ' <br />' Interactive Software Designs, Inc. <br />* Moscow, ID 83843, U.S.A. ' <br />' All Rights Reserved ' <br />' Ver. 5.200 96 A 1216 ' <br />Problem Description Pond 13 Static <br />_____________________________ <br />SEGMENT BOUNDARY COORDINATES <br />_____________________________ <br />7 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 7395.0 80.0 7349.0 2 <br />• <br />2 80.0 7399.0 142.0 7370.0 1 <br />3 142.0 7370.0 156.0 7370.0 1 <br />9 158.0 7370.0 161.0 7369.0 1 <br />5 161.0 7369.0 193.0 7358.0 1 <br />6 193.0 7358.0 202.0 7355.0 2 <br />7 202.0 7355.0 300.0 7355.0 2 <br />1 SUB SURFACE bo undary segme nts <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 80.0 7349.0 193.0 7358.0 2 <br />ISOTROPIC Soil Parameters <br />__________________________ <br />2 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) (degl Ru (psf) No. <br />1 120.0 130.0 485.0 14.20 .000 .0 1 <br />2 120.0 130.0 760.0 3.80 .000 .0 1 <br />1 Water surface(s) have been specified <br />• Unit weight of water = 62.40 (pcf) <br />Page 1 <br />