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I <br /> I 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 /> (ft,I Shear Stress Ratio Factor of Safety Settlement Soil Description <br /> )0 0 1 0 1 5 0(in.) 10 <br /> 1 I I i 1 <br /> T I , r r 1 I r 1 1 1 1 1 1 7 1 Silty SAND <br /> , <br /> SILT <br /> I <br /> 1 • ': i Silty SAND <br /> 10 — .4 <br /> , . . <br /> ? , . <br /> 1 CLAY <br /> I 20 <br /> I — <br /> - <br /> } . Silty Sand <br /> 1 x.: t SAND <br /> <�: ! .. <br /> 40 Jff <br /> __ i <br /> s .. <br /> v <br /> 1 i �• <br /> S' 60 fs1=1 S=2.66in. <br /> 1 CRR CSR fsl— Saturated <br /> Shaded Zone has Liquefaction Potential Unsaturat. — <br /> w <br /> U <br /> N <br /> f <br /> I0 <br /> a 70 <br /> f> <br /> v <br /> i � <br /> 1 CivilTech Corporation CPT-01 Plate A-1 <br />