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I <br /> CPT Interpretations <br /> Non-Normalized Classification Chart <br /> ` .' 1000- <br /> 10 } <br /> 100 S <br /> 7 <br /> m <br /> 10 <br /> a <br /> U <br /> 1 <br /> p 1 2 3 4 5 S 7 8 <br /> Friction Ratio {°/a}, Rf <br />' Normalized Classification Chart <br /> 1000 <br /> t0 q23 Zone 4t/N Soil Behaviour Type <br /> 1 ■ 2 sensitive fine grained <br /> o 2 M 1 organic material <br /> �:OA <br /> s c �A 11 3 22 1 day <br /> b Y 1.5 silty day to clay <br /> cri 5s 2 dayey silt to silty clay <br /> lieai 100 - 8 2.6 sandy silt to dayey silt <br /> 4 and to silty sand <br /> 9 5 sand <br /> 10 6 gravelly sand to sand <br /> I7 11 1 very stiff fine grained'12 2 sand to clayey sand' <br /> m <br /> S&6 l <br /> 1 O <br /> Z <br /> 1 , <br /> p_S 1 10 <br /> Normalized Friction Ratio tg x 100% <br /> qt-avo <br />' Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> 1 <br /> 1 <br />' EGG <br />