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4 Soil unit(s) specified <br />RANK-H.OPT <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 />1 110.0 131.0 150.0 22.00 .000 .0 1 <br />2 110.0 131.0 .0 35.00 .000 .0 1 <br />3 125.0 191.0 100.0 18.00 .000 .0 1 <br />9 125.0 141.0 2000.0 20.00 .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 5 coordinate points <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (ft) <br />1 191.00 100.00 <br />2 192.00 103.00 <br />3 192.10 106.00 <br />9 262.50 132.90 <br />5 293.10 132.90 <br />--------------- <br />BOUNDARY LOADS <br />--------------- <br />2 load(s) specified <br />Load x-left x-right Intensity Direction <br />No. (ft) (ft) (psf) (deg) <br />1 293,0 299.0 20000.0 .0 <br />2 250.0 251.0 20000.0 .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 />1000 trial surfaces will be generated and analyzed. <br />10 Surfaces initiate from each of 1D0 points equally spaced <br />along the ground surface between x = 191.0 ft <br />and x = 192.2 ft <br />Page 2 <br />