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HSVRIIH2.OPT <br />1 111.4 114.9 <br />2 128.9 132.4 <br />3 122.7 127.1 <br />4 128.9 132.4 <br />.0 35.00 <br />2000.0 35.00 <br />100.0 20.00 <br />.0 14.00 <br />.000 .0 1 <br />.000 .0 1 <br />.000 .0 1 <br />.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 11 coordinate points <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (ft) <br />1 190.00 21.00 <br />2 215.00 21.00 <br />3 260.00 19.00 <br />4 270.00 19.00 <br />5 290.00 18.00 <br />6 337.00 19.00 <br />7 350.00 21.00 <br />8 370.00 23.00 <br />9 400.00 24.00 <br />10 420.00 24.00 <br />11 450.00 24.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />400 trial surfaces will be generated and analyzed. <br />20 surfaces initiate from each of 20 points equally spaced <br />along the ground surface between x = 210.0 ft <br />and x = 220.0 ft <br />Each surface terminates between x = 242.0 ft <br />and x = 255.0 ft <br />unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = 10.0 ft <br />3.0 ft line segments define each trial failure surface. <br />--------------------- <br />ANGULAR RESTRICTIONS <br />--------------------- <br />Page 2 <br />