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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> 1000 <br /> ` 10 t2 <br /> i m 100 <br /> v <br /> 7 <br /> Y <br /> y <br /> s <br /> i m w <br /> 10 <br /> 0 <br /> U <br /> i <br /> i 1 <br /> D 1 2 3 4 5 5 7 S <br /> Friction Ratio (%), Rf <br /> iNormalized Classlflrabon Chart <br /> 1000 <br /> iD„y r"7' + ; Zone Qt/N Soil Behaviour Type <br /> i _.� 2 <br /> r' a 1 ■ 2 sensitive 8ne grained <br /> 0 Y � 2 1 a anc material <br /> e °> m1 c � k 11 3 13 1 clay <br /> b 4Yr t 4 w 1 5 silty clay to clay <br /> 5 W 2 clayey silt to silty day <br /> I too B 25 sandy silt to clayey silt <br /> 7 3 <br /> 4 and to silty sand <br /> 9 5 sand <br /> =” 10 B gravelly sand to sand <br /> M 11 1 very strfFfine grained <br /> i 7 12 2 sand to clayey sand <br /> 10 $&6 ' <br /> IZ <br /> 1 <br /> 01 1 10 <br /> Normalmed Fnctlon Ratio AS_ <br /> X100% <br /> Qt"13vo <br /> IFigure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> I <br /> GREGG <br /> I <br /> r <br />