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Soil total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unlt Yt. Unit Yt. Intercept Angle Pressure Constant Surface <br />• Ma. (pcf) (pcf) (psf) (deg) Param. (psf) Yo. <br /> 1 110.0 115.0 150.0 25.0 .00 .0 1 <br /> 2 115.0 120.0 200.0 28.0 .00 .0 1 <br />1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />Unit Veight of Vater = 62.40 <br />Piezamet rte Surface No. 1 Specified by 3 Coordinate Points <br /> Point %•Yater Y-Pater <br /> No. (f t) (f t) <br /> 1 11.00 67.00 <br /> 2 47.00 80.50 <br /> 3 100.00 80.50 <br /> BOUNDARY LOAD(S) <br />• 2 Load(s) Specified <br /> Load %-left %-Right Intensity Def lectien <br /> No. (ft) (f t) (lb/sgft) (deg) <br /> 1 47.00 64.00 343.2 .0 <br /> 2 64.00 }00.00 530.4 .0 <br /> NOTE - Intensity [s Spec ified As A Uniformly Distributed <br /> Force Acting On A Horizmtally Projected Surface. <br />A Critical Fei lure Surface Searching Method, Using A Randae <br />Technique For Generating Circular Surfaces, Nas Bem Specified. <br />100 Trial Surfaces Have Bem Generated. <br />10 Surfaces Initiate Fran Each Of 10 Points Equally Spaced <br />Along The Grand Surface eetwem % = 11.00 tt. <br />end % = 17.00 ft. <br />• <br />