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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> loco Z <br /> r <br /> 10 12 <br /> 11 ` <br /> CY <br /> 1o0 8 <br /> aD <br /> M <br /> M ' <br /> c 10 <br /> O <br /> U <br /> 1 <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio {%), Rf <br /> Nornalrzed Classafiratron Ctaart <br /> 1000 <br /> i0 / t2 Zone a1/N Soil Behaviour Type <br /> / 1 2 sensitive fine grained <br /> A4� 2 7 1 organic material <br /> C� a (P 11 3 1 Nay <br /> b _ �{'��" 4 i 1 5 silly clay to clay <br /> rr <br /> 5 71 2 clayey srtt to silty day <br /> 100 7 5 sandy salt to clayey sift <br /> $ $ : S 4 and to salty sand <br /> 9 sand <br /> 10 6 gravelly sand to sand 1 11 1 very stiff fine grained <br /> 7 <br /> 12 2 sand to clayey sand <br /> 10 <br /> 5�8 <br /> `0 <br /> Z <br /> 1 <br /> 01 1 10 <br /> Normalized Friction Ratio fS x 100% <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> EGG <br />