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U TR BLOCK, I C. <br />DESIGN DATA <br />TARGET DESIGN VALUES (Factors of Safety - Static / Seismic) <br />Minimum Factor of Safety for the sliding along the base FSsl =1.50 /1.125 <br />Minimum Factor of Safety for overturning about the toe FSot =1.50 /1.125 <br />Minimum Factor of Safety for bearing (foundation shear failure) FSbr =2.00 /1.500 <br />MINIMUM DESIGN REQUIREMENTS <br />Minimum embedment depth Min_emb =1.00 ft <br />INPUT DATA <br />Geometry <br />Wall Geometry <br />Design Height, top of leveling pad to finished grade at top of wall H =5.00 ft <br />Embedment, measured from top of leveling pad to finished grade emb =1.00 ft <br />Leveling Pad Depth LP Thickeness =0.50 ft <br />Face Batter, measured from vertical i =0.00 deg <br />Slope Geometry <br />Slope Angle, measured from horizontal R =0.00 deg <br />Slope toe offset, measured from back of the face unit STL_offset =0.00 ft <br />Slope Length, measured from back of wall facing SL_Length =0.00 ft <br />NOTE: If the slope toe is offset or the slope breaks within three times the <br />wall height, a Coulomb Trial Wedge method of analysis is used. <br />Surcharge Loading <br />Live Load, assumed transient loading (e.g. traffic) LL = 150.00 psf <br />Live Load Offset, measured from back face of wall LL_offset =1.00 ft <br />Live Load Width, assumed strip loading LL_width = 8.50 ft <br />Dead Load, assumed permanent loading (e.g. buildings) DL = 0.00 psf <br />Dead Load Offset, measured from back face of wall DL_offset =0.00 ft <br />Dead Load Width, assumed strip loading DL_width = 0.00 ft <br />Soil Parameters <br />Retained Zone <br />Angle of Internal Friction <br />cp = 34.00 deg <br />Cohesion <br />coh =0.00 psf <br />Moist Unit Weight <br />gamma=130.00 pcf <br />Foundation <br />Angle of Internal Friction <br />cp = 36.00 deg <br />Cohesion <br />coh =0.00 psf <br />Moist Unit Weight <br />gamma=130.00 pcf <br />UltraWall 4.0.16287.0 Page 4 <br />