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I' <br /> ISOTROPIC SOIL PARAMETERS <br /> <br /> 5 Type(s) of Soil <br /> <br /> Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br />' No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 125.0 135.0 .0 35.0 .00 .0 0 <br /> 2 105.0 120.0 300.0 30.0 .00 .0 0 <br />' 3 105.0 120.0 300.0 16.0 .00 .0 1 <br /> 4 125.0 135.0 .0 35.0 .00 .0 0 <br />' <br />1 S 125.0 135.0 .0 18.0 .00 .0 0 <br />' 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br /> Unit Weight of Water = 62.40 <br /> Piezometric Surface No. 1 Specifie d by 3 Coordina te Points <br /> Point X-Water Y-Water <br />' No. (ft) (ft) <br />' 1 672.50 300.00 <br />2 770.00 300.00 <br /> 3 970.00 312.00 <br />1 <br /> A Horizontal Earthquake Loading Coe fficient <br /> Of .150 Has Been Assigned <br />' A Vertical Earthquake Loading Coeff icient <br />' Of .000 Has Been Assigned <br /> Cavitation Pressure = .0 psf <br /> Janbus Empirical Coef is being used for the case of c & phi both > 0 <br />' A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Sliding Block Surfaces, Has ffieen <br />' Specified. <br />The Active And Passive Portions Of The Sliding Surfaces <br />' Are Generated According To The Rankine Theory. <br />' 1000 Trial Surfaces Have Been Generated. <br />