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CPT interpretations <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 00:' <br /> 7 <br /> c 10 r ' <br /> 0 <br /> U <br /> 1 <br /> ' 1 <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> ' Normalized Classification Chart <br /> 1000 <br /> Zone Qt t N Soil Behaviour Type -E <br /> 1 ■ 2 fine grained, <br /> t7 � 11 3 0 1, organic material <br /> t7 day - <br /> y 4 ■ 1 5 sty Jay to clay <br /> _ T , 5 ❑,, 2, _ clayey sift to Silty clay <br /> > >aa r r T 6 L13 2 5" sandy silt to dayey sr t s, 4 <br /> 7 3 <br /> a 4 and to silty sand- <br /> y s o 5 sand 11 <br /> 10 [] 6 gravelly sand to sand <br /> ' 7 11 1 very aUff One grarned' <br /> 12 [3 2 sand to dayey sand" <br /> $$tS <br /> 5 <br /> o 10 <br /> Normalized Friction Ratio fs <br /> qt-6- x 100% <br /> ' Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> 1 <br />' EGG <br /> r - <br />