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1 0).3.0 1- U , 0 34.4 0 <br />~ <br />~ . 0 1 <br />' 2 83.0 i <br />, ,0 18.0 <br />) .r) 1 <br /> .~ 130.0 140.0 .0 45.0 .00 .0 1 <br />1 <br /> <br /> 1 PIEZOMETRI C SURFACE(S) HAVE BEEN SPECIFIED <br />' <br /> Unit Weight of Water = 62.40 <br /> <br /> F'iezometric Surface No. 1 Specified by 5 Coordinate Faints <br />1 <br /> Paint X-Water Y-Water <br /> Na. (ft) (ft) <br /> 1 28.Oi, 512 . r.>c) <br /> 48.00 512.00 <br />' 224,00 S~b.On <br /> 4 308. ~>0 546. pt> <br />' S 4~O.Op 554,00 <br /> <br />' A Horizontal Earthquat::e Loading Coefficient <br />' Of .087 Has Been Assigned <br />I; A Vertical E arthquake Loading Coefficient <br />' Of .087 Has Been Assigned <br /> Cavitation P ressure = .0 psf <br /> <br />A Critical Failure Surface Searching Method, Using A Ran~jom <br />Technique For Generating Circular Surfaces, Has been Spey=ified. <br />' 100 Trial Surfaces Have been Generated. <br />' SO Surfaces Initiate From Each Of 10 Points Equally Spared <br /> Along The Ground Surface Hetween X = 48.00 ft. <br /> and X = 140.00 ft. <br /> <br /> Each Surface Terminates Hetween X = 220.00 fit. <br />' and X = 420.00 fit. <br /> Unless Further Limitations Were Imposed,'The Minimum Ele~iation <br />' At Which A Surfiace E;:tends Is Y =512.00 ft. <br />20.00 fit. Line Segments Define Each Trial Failure Surfacca, <br />' Restrictions Have been Imposed Upon The Angle Of Initiat::on. <br />The Angle Has Been Restricted Between The Angles Of -25.(7 <br />And .p deg, <br />