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' CPT Interpretations <br />' Non-Normahzed Classlficatton Chart <br /> laao . <br /> v f � <br /> 1 7 �F <br /> M1 <br /> CO <br /> „ly <br /> O <br /> U <br /> 1 <br /> i <br />' D 1 2 3 4 5 6 7 8 <br /> Friction Ratio (°�), Rf <br />' lvlmrnalwed Mgmi ticahon Chart <br /> taco <br /> � V <br /> Zone Qt 1 N Soil Behaviour Type <br /> lit 2 aensi6ve fine grained <br /> 2 M 7 organic material <br /> diK 3 is 1 day <br /> rFIr b �a `' a 4 1p 15 silty clay to clay <br /> 5 M 2 r!aysy will to silty day <br /> 6 , 25 sandy silt to clayey silt <br /> 7 3 <br />' • ,xw a 4 and to sdty sand <br /> 9 4 5 sand <br /> 10 _ <br /> M,cy 4 w >' B gravelly Sand to sand <br />' 7 19 1 very sttfffine grained' <br /> 12 �,g 2 sand to clayey sand' <br /> n ti 0, <br />' O <br /> Z <br /> t <br /> I 4f t f6 <br /> Normalacd Friction Rates �� x 100% <br />' Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> AI <br /> EGG <br />