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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> • i000 4,s :� . <br /> � r f <br /> to 100 ;. 8 <br /> 7 <br /> rn <br /> c <br /> to <br /> m <br /> CO <br /> C <br /> 10 <br /> 0 <br /> U <br /> 1 0 1 2 3 4 5 S 7 t3 <br /> Friction Ratio (%), Rf <br /> Normalized Classification Chart <br /> i000 r <br /> ''-Zone Q1!N Soil Behaviour Type <br /> 1 0 2 sensitive fine grained <br /> v ; <br /> 2 W 1 organic material <br /> 3 Q 1 clay <br /> b 3 4 M 1.5 silly clay to clay <br /> 5 p 2 clayey silt to silty clay <br /> 100 " _ 6 V, 2.5 sandy silt to clayey silt <br /> • 7 3 <br /> 8 4 and to silty sand <br /> 9 C 5 sand <br /> id c_te 6 gravelly sand to sand <br /> 11 1 very stiff fire grained <br /> 7 12 2 sand to clayey sand' <br /> 10 <br /> `o <br /> Z <br /> 1 <br /> OA 1 10 <br /> Normalized Friction Ratio f 6vO x 100% <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br />