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' InterpCPT Interpretations Page 617 <br /> Ref <br />' reted Description Equation <br /> Parameter <br /> MSF Magnitude Scaling Factor See Reference 10 <br /> FofS Factor of Safety against Liquefaction FS=(CRR7$1 CSR)MSF 10 <br /> Liquefaction Statement indicating possible liquefaction Takes into account FofS and limitations based Ic 10 <br /> Status and q�,„�, <br /> 11000 <br /> 10 <br /> o r- <br /> � �,�� 9 • a � �' f tR Zane qt/N Sod BehavrorType <br />' ` K` 1 132 sensdnre fine grained <br /> w 100- 8 2 ❑ 1 organic material <br /> 3 ❑ 1 clay <br /> 4 M 15 silty clay to clay <br /> 5 p 2 clayey slit to silty clay <br /> 8 <br /> D 25 sandy sift to clayey Brit <br /> ' 7 © 3 silty sand to sandy sift <br /> 4 sand to silty sand <br /> 9 sand <br /> c 10 10 0 8 gravelly sand to sand <br /> O <br /> U ¢ 1 11 1 very stiff fine grained" <br /> Kit z 12 E3 2 sand to clayey sand <br /> overconsolidated or cemented <br /> - <br /> _`c-- 2 <br /> I 1 - <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Figure 9 Non-Normalized Behavior Type Classification Chart <br /> I <br /> I <br /> I <br /> • <br />■ <br /> COMM <br /> CPTSUMM-Met1odsV122a—Rev 06-30-2004 <br />