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I <br /> LIQUEFACTION ANALYSIS <br /> Riverside Business Park <br /> Hole No.=CPT-05 Water Depth=12.3 ft Surface Elev.=20 Magnitude=7 I <br /> Ground Improvement of Fill=2 ft Acceleration=0.35g <br /> Shear Stress Ratio Factor of Safety Settlement Soil Description <br /> O 0 1 0 1 5 0(in.) 10 <br /> rt , I - i ' i i" Silty SAND/sandy SILT <br /> ___ CLAY <br /> m-10 �r SANDtsiltySAND' <br /> 4;SJ�. <br /> w 1 - <br /> k- 1 <br /> CLAY <br /> • <br /> s;s 5= SAND <br /> — 30 s�zF i <br /> sy <br /> — t.'il <br /> 1F 1, <br /> [ VA:..: <br /> —40 <br /> J J <br /> ?J< <br /> -�-50- aJ°� <br /> a4 J <br /> E , J.N. <br /> 8 };,gfJti} <br /> ;. <br /> S 1, 4f i, <br /> S Ji�Jy. <br /> 4 <br /> ... r iy4 tiR <br /> fs1=1 X ' J°J, .J <br /> D'm60 '" .�..� S=3.97in. ;J;fi% <br /> e CRR -- CSR fs _.. Saturated --- _a <br /> iShaded Zone has Liquefaction Potential Unsaturat. » <br /> o111 <br /> a—:--70 <br /> a <br /> m. <br /> cr <br /> JI <br /> CivilTech Corporation CPT-05 Plate A-1 I <br /> I <br />