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i <br /> ISOTROPIC SOIL PARAMETERS <br />' 4 Type(s) of Soil <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 2 <br />' 2 105.0 120.0 300.0 30.0 .00 .0 2 <br /> 3 105.0 120.0 300.0 16.0 .00 .0 1 <br /> 4 125.0 135.0 .0 35.0 .00 .0 2 <br />' 2 PIEZOMETRIC SURFACE(S ) HAVE BEEN SPECIFI ED <br />' Unit Weight of Water = 62.40 <br /> Piezometric Surface No. 1 Specified by 5 Coordinate Points <br /> Point X-Water Y-Water <br /> No. (ft) (ft) <br />_ 1 .00 <br />~ 196.66 <br />' 2 365.50 175.00 <br /> 3 415.50 172.00 <br /> 4 452.00 170.00 <br />' 5 550.00 170.00 <br />' Piezometric Surface No. 2 Specified by 2 Coordinate Points <br />' Point X-Water Y-Water <br /> No. (ft) (ft) <br />t 1 .00 1.00 <br /> 2 700.00 1.00 <br />' <br /> A Horizontal Earthquake Loading Coefficien t <br /> Of .000 Has Been Assigned <br />' <br /> A Vertical Earthquake Loading Coefficient <br /> Of .000 Has Been Assigned <br /> Cavitation Pressure = .0 psf <br />1 <br /> <br />