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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> 1000 <br /> �: 11 <br /> C� <br /> 100 8 <br /> rn <br /> c <br /> CO <br /> = 10 <br /> 0 <br /> U <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 1 N Soil Behaviour Type <br /> 1 ■ 2 sensitive fine grained <br /> t] i1 2 ■ 1 organic material <br /> 3 ■ i day <br /> n 4 ■ 1.5 silly day to day <br /> �_ 5 ■ 2 clayey sit to silty day <br /> 100 ` 8 ■ 2.6 sandy silt to clayey silt <br /> 7 3 <br /> 8 4 and to silty sand <br /> 9 w 5 sand <br /> 10 6 gravelly sand to sand <br /> T 11 i very stiff fine grained <br /> 12 2 sand to dayey sand" <br /> 10 <br /> `o <br /> Z <br /> 1 <br /> 0.1 1 10 <br /> Normalized Friction Ratio fs - X100% <br /> qt- 3vo <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> • GREGG <br />