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<br />XSTAHL File: COOL7 11-30-98 9:48 <br />rrrxxrxexexxxxx xxrxxxxxx rxr+rxrx xxxrrxxx+• <br />x X S TAB L + <br />x x <br />x Slope Stability Analysis <br />' using the <br />* Method of Slices <br />r x <br />* Copyright (C) 1992 P. 96 <br />Interactive Software Designs, Inc. <br />* Moscow, ID 83843, U.S.A. <br />x x <br />x All Rights Reserved <br />r x <br />* Ver. S.lOSa 95 A 1483 + <br />xxrexxxxrxxxrrxxxrxxxxxxxxxxxxxxxx xxexxxxx <br />problem Description Cooley Gravel High Wall with Slurry <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />10 SURFACE boundary segments <br />5 SUBSURFACE boundary segments <br />Segment x-left y-left <br />No. (f t) (ft) <br />1 100.0 20. 0 <br />2 195.8 20. 0 <br />3 195.9 50. 0 <br />4 219.9 50. 0 <br />5 223.1 50. 0 <br />6 235.0 50. 0 <br />7 250.0 50. 0 <br />8 265.0 50. 0 <br />9 281.0 50. 0 <br />10 290.0 50. 0 <br />Segment x-left y-left x-right <br />No. (ft) (ft) (f t) <br />1 195. 9 20.0 220.0 <br />2 220. 0 20.0 220.1 <br />3 220. 1 17.0 222.9 <br />4 222. 9 17.0 223.0 <br />5 223. 0 20.0 306.0 <br />x-right y-right Soil Uait <br />(ft) (f t) Below Segment <br />195.8 20.0 4 <br />195.9 50.0 2 <br />219.9 50.0 2 <br />223.1 50.0 3 <br />235.0 50.0 2 <br />250.0 50.0 2 <br />2fi5.0 50.0 2 <br />281.0 50.0 2 <br />290.0 50.0 2 <br />306.0 50.0 2 <br />y-right Soil Unit <br />(ft) Below Segment <br />20.0 4 <br />17.0 4 <br />17.0 4 <br />20.0 4 <br />20.0 4 <br />