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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=1.80 ft <br /> INPUT DATA <br /> Geometry <br /> Wall Geometry <br /> Design Height, top of leveling pad to finished grade at top of wall H =9.80 ft <br /> Embedment, measured from top of leveling pad to finished grade emb=1.80 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 =18.00 deg <br /> Slope toe offset, measured from back of the face unit STL_ofset=0.00 ft <br /> Slope Length, measured from back of wall facing SL_Length =16.00 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=250.00 psf <br /> Live Load Offset, measured from back face of wall LL offset=16.00 ft <br /> Live Load Width, assumed strip loading LL width = 10.00 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=2.00 ft <br /> Dead Load Width, assumed strip loading DL_width = 0.00 ft <br /> Soil Parameters <br /> Retained Zone <br /> Angle of Internal Friction cp= 30.00 deg <br /> Cohesion coh=0.00 psf <br /> Moist Unit Weight gamma=125.00 pcf <br /> Foundation <br /> Angle of Internal Friction cp= 34.00 deg <br /> Cohesion coh=0.00 psf <br /> Moist Unit Weight gamma=125.00 pcf <br /> i2/ <br /> 9 ,1)- <br /> UltraWall 5.0.18138 Pagel <br />