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CPT Interpretations <br /> . Non-Normalized Classification Chart <br /> 1000 <br /> ` a <br /> „ <br /> � 100 q <br /> g <br /> s� 7 <br /> m <br /> 10 <br /> O <br /> U <br /> 1 <br /> 0 1 2 3 4 5 6 7 a <br /> Friction Ratio (%), Rf <br /> Normatued Classification Chart <br /> aooa <br /> 10 12 Zone Qt l N Soil Behaviour Type <br /> 1 ■ 2 sensitive fine grained <br /> a 2 M 1 organic material <br /> I 0 3 ® 1 clay <br /> b , 11 <br /> I,I <br /> b � '' 4 ■ 15 silty Gay to Gay <br /> 5 in 2 clayey silt to MY Gay <br /> 1006 a 25 sandy silt to clayey silt <br /> 3 <br /> $8g ``, ', 7 <br /> 6 4 and to aAty sand <br /> 9 a 6 sand <br /> 10 M 6 gravelly sand to sand <br /> 11 i very stff fine grained` <br /> ' 2 y 12 tAi 2 sand to clayey sand <br /> fJ I�buf ii' <br /> 0 <br /> Z <br /> 01 ro <br /> Normalized Fnction Ratio fs x 100% <br /> qt-6vo <br /> Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> CONE EC <br /> MRwl" <br />