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E <br />! <br />I <br />e <br />6 <br />o <br />I <br />3s <br />LIQUEFACTION SETTLEMENT ANALYSIS <br />Proposed Residential Building <br />Hole No.=B-l Water Depth=s ft Magnitude=6.52 <br />Acceleration=0.6779 <br />Sorl Descnption(fi)Shear Slress Ratio <br />0 <br />Factor ol Satety Settlemenl5 0 (in.)0.5 0 <br />a <br />1A <br />20 <br />30 <br />40 <br />fs1= 1 .30 S = 1.22 in.50 cRR CSR fs1_ <br />Shaded Zone has Liquefaction Potenlial <br />Saturaled -Unsalurat- - <br />60 <br />/0 <br />1041 S Dennis Street, Anaheim Plate C-'l <br />10