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' CPT Interpretations <br /> Non-Normalized Classification Chart <br /> 1000 ,^ <br /> ,0 f <br /> s <br /> Q 7 �s, <br /> CO <br /> 10 <br /> C "s <br /> U , <br /> 1 <br /> 6 1 m2 3 4 5 6 7 B <br /> Friction Ratio (%} Rf <br /> ' Normalized Ctasstfiration Chart <br /> ,Ooa 10 12 Zone Ot/N SoR Behaviour Type <br /> 1 M 2 sensitive fins grained <br /> 2 13 1 organic material <br /> * 1 t 3 0 1 Clay <br /> 4 11 15 silty clay to day <br /> 5 a 2 clayey Silt to S al'ty clay <br /> - 6 r3 25 sandy slit to clayey silt <br /> 106 7 3 <br /> 8 a,0_ .0. B 4 and to any sand <br /> ` g 2 5 sand <br /> 10 1«, 6 gravelly send to sand <br /> ` 11 1 vary sLfl fine grained" <br /> 12 M 2 sand to clayey sand' <br /> ° S <br /> 0 1 1 " 16 <br /> Normalized Fncbon Rano fs .100% <br /> Qt"Ow <br /> Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> 1 <br /> CONETEC <br /> i <br />