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1 115.0 128.0 200.0 18.00 .000 .0 1 <br />2 126.0 138.0 .0 32.00 .000 .0 1 <br />3 128.0 190.0 300.0 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 9 coordinate points <br />*{{**i*{*i{**i{+***{+**i{*****{#*{ <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (ft) <br />1 205.00 30.00 <br />2 215.00 35.00 <br />3 230.00 91.00 <br />9 300.00 91.00 <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 />1 268.0 269.0 20800.0 .0 <br />2 275.0 276.0 20800.0 .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 />2 Surfaces initiate from each of 100 points equally spaced <br />along the ground surface between x = 209.0 ft <br />and x = 207.0 ft <br />