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i <br /> LIQUEFACTION ANALYSIS <br /> Riverside Business Park <br /> IHole No.=CPT-01 Water Depth=10 ft Surface Elev.=20 Magnitude=7 <br /> Ground Improvement of Fill=2 ft Acceleration=0.35g <br /> qc unit:atm RF=fs/qc % Unit Weight-pcf Fines % CPT Unit Fines D50 <br /> ()Q 0 500 0 10 0 200 0 100 qc fs Weight % mm <br /> i"" -< 1 l i f t ti- t 1 t i-1 1 i1 t i t t 1 .1 - <br /> li <br /> d t <br /> 3 <br /> — C‘,„ t <br /> 101110 <br /> $ <br /> bRax <br /> i <br /> I <br /> 1 <br /> L. <br /> ii _ r 4- I <br /> _..30 <br /> L. ,. <br /> I ;., <br /> f <br /> --50 d <br /> 4 <br /> CPT test CPT test Fines are based on <br /> Robertson method. <br /> s <br /> V <br /> 1270 <br /> 3 <br /> I <br /> CivilTech Corporation CPT-01 Plate A-1 <br /> I <br />