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<br />Soil Uait Weight <br />Unit Moist Sat. <br />No. (pcf) (pcf) <br />1 110.0 135.0 <br />2 118.0 139.0 <br />3 120.0 135.0 <br />4 120.0 135.0 <br /> <br />Cohesion Friction Pore Pressure Water <br />Intercept Angle Parameter Constant Surface <br />(psf) (deg) Ru (psf) No. <br />150.0 25.00 .000 .0 1 <br />.0 33.00 .000 .0 1 <br />1000.0 40.00 .000 .0 1 <br />2500.0 45.00 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />__ Water Surface No. 1 specified by 2 coordinate points <br />r+rr++rrrrer++r+++rere+++e+re++re• <br />PHREATIC SURFACE, <br />rrr++++re++r+rrr +r+rrrrr r+r+rr+rr• <br />Point x-water y-water <br />No. (ft) (ft) <br />1 .00 56.00 <br />2 230.00 56.00 <br />--------------- <br />BOUNDARY LOADS <br />--------------- <br />2 load(s) specified <br />Load x-left x-right Intensity Direction <br />No. (f t) (f t) (psf) (deg) <br />1 112.5 115.0 1000.0 .0 <br />2 130.0 132.5 1000.0 .0 <br />NOTE - Intensity is specified as a uniformly distributed <br />force acting on a HORIZONTALLY projected surface. <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />200 trial surfaces will be generated and analyzed. <br />10 Surfaces initiate from each of 20 points equally spaced <br />