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CPT Interpretations Page 617 <br /> Parameter Description Equation Ref <br /> • Parameter <br /> MSF Magnitude Scaling Factor See Reference t0 <br /> FofS Factor of Safety against Liquefaction FS=(CRR7.s 1 CSR)MSF 10 <br /> [Llqu,e,f,a2cfion Statement indicating possible liquefaction Takes into account FofS and limitations Rased Ic 10 <br /> Stand gctncs. <br /> 1000 <br /> 10 12 <br /> 11 <br /> g Zane 4/N Sail Behavior Type <br /> e^� 1 -2 sensitive fine grained- <br /> id 100 2 1 organic rnateriat <br /> 7 3 0 1 clay <br /> 4 0 1.5 silty day to clay <br /> 5 p 2 clayey silt to silty clay <br /> 6 t2 2.5 sandy sift to clayey silt <br /> All �t :` , 7 .C. 3 slfty sand to sandy sift <br /> m a 4; s n i g ws B r_: 4 sand to silty sand <br /> SarK1 <br /> 10 < q n W , 10 1; 6 gravelly sand to sand <br /> U , 't r ` r r 11L 1 very stiff fine grained' <br /> e 12 0 2 sand to clayey sand" <br /> `overconsoliclatedorcemented <br /> 2 <br /> 1 <br /> 0 1 2 3 4 5 8 7 8 <br /> Friction Ratio (0/,,), Rf <br /> Figure 1 Non-Normalized Behavior Type Classification Chart <br /> CaREGG <br /> CPTS UMM-MethodsGV1 22a—Rev.08-10-2004 <br />