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CPT Interpretations <br /> . Non-Normalized Classification Chart <br /> 1000 <br /> T %a <br /> 11 <br /> C3 <br /> m 100 <br /> C <br /> C <br /> III <br /> CO <br /> 10 <br /> 0 <br /> U <br /> 0 1 2 3 4 5 6 7 B <br /> Friction Ratio {%), Rf <br /> Normalized Classtrioation Chart <br /> loon <br /> Zone Qt!N Sod$ehaviour Type <br /> , s <br /> 1 ■; 2 sans"fine grained <br /> a 2 W' 1 _ prgsnjomaterial <br /> 11 3 ■F 11 N , glaY 1 <br /> ba ■. 1 5 silty clay to Clay <br /> Cr 5 ■4 2 cf silk to silty clsil n <br /> �w 8 �,4 25 sandy <br /> silt to clayey silt <br /> 7 3 r - <br /> 4 8 ` 4 and to slily sand <br /> as,�";; 9 ■ 5 .., r�'r`&and <br /> `r 10` ■ '6 r graveil}rsand 16 sand, <br /> ;�i e y z 11 1� yery stiff fine grained* E <br /> 7 t°� 12 2 sand to clayey sand' <br /> 1D a s <br /> O <br /> Z i <br /> 1 <br /> 41 1 SO <br /> Normalized Friction Ratio f ova x 100% <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> EGG <br /> F <br />