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I <br /> I LIQUEFACTION ANALYSIS <br /> Riverside Business Park <br /> Hole No.=CPT-05 Water Depth=12.3 ft Surface Elev.=20 Magnitude=7 <br /> Ground Improvement of F%II=2 ft Acceleration=0.35g <br /> Shear Stress Ratio Factor of Safety Settlement <br /> 5 0(in.) 10 Soil Description <br /> (ft)0 0 1 0 1 <br /> • I ( l t 1 I I i_. .. 1 , . Silty SAND/sandy SILT _ <br /> _- <br /> CLAY <br /> L10 SAND/silty SAND <br /> '''''\ c" .1 <br /> I CLAY <br /> 20 <br /> I - Mit ? • SAND <br /> 30 <br /> I <br /> 40 <br /> III <br /> I 50 <br /> 8 <br /> III <br /> 5 <br /> U <br /> 52z it <br /> S <br /> 60 I fs1=1 S=3.97 in. .:4 <br /> i - : ._. <br /> �' CRR CSR fs'r-- Saturated — <br /> Shaded Zone has Liquefaction Potential Unsaturat — <br /> w <br /> t <br /> 8 <br /> U <br /> 0 <br /> a` 70 <br /> Ii <br /> ICivilTech Corporation CPT-05 Plate A-1 <br />