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<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 />' <br /> 1 125.0 135.0 .0 35.0 .00 .0 0 <br /> 2 105.0 116.0 350.0 30.0 .00 .0 0 <br />' 3 125.0 135.0 .0 35.0 .00 .0 <br />4 116.0 116.0 300 <br />0 <br />00 <br />0 <br />0 0 <br />0 <br /> . <br />. <br />. <br />. <br /> <br /> A Horizontal Earthquake Loading Coefficient <br /> Of .204 Has Been Assigned <br />' A Vertical Earthquake Loading Coefficient <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 />' 1 <br /> A Critical Failure Surface Searching Method, Using A Random <br />I Technique For Generating Sliding Block Surfaces, Has Been <br /> Specified. <br /> <br /> 1000 Trial Surfaces Have Been Generated. <br /> 2 Boxes Specified For Generation Of Central Block Base <br />' Length Of Line Segments For Active And Passive Portions Of <br /> Sliding Block Is 10.0 <br /> <br /> Box X-Left Y-Left X-Right Y-Right Height <br /> NO. (ft) (ft) (ft) (ft) (ft} <br />' 1 450.00 154.00 504.50 154.00 4.00 <br /> 2 505.00 154.00 515.00 154.00 4.00 <br />' <br /> Factor Of Safety Calculation Has Gone Through Ten Iterations <br /> <br />' The Trial Failure Surface In Question Is Defined <br />By The Following 11 Coordinate Points <br />Point X-Surf 1.'-Surf <br />No. (ft) (ft) <br />