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CPT Interpretations <br /> ' Non-Normalized Classification Chart <br /> 1U04 _ <br /> 1a,-cy <br /> ,. <br /> G«a7 a.,`tiys .t <br /> �} t <br /> M loo YT $ W <br /> 7 <br /> (D10 <br /> 10 <br /> L <br /> 7 $ <br /> Friction Ratio {%}, Rf <br />' Normalized Classfication Chart <br /> 1000 <br /> ' Zone Q /N Soil 10,'~'�' r• ,� T .42 . t Behaviour Type <br /> 42 <br /> sl 1 © 2 sensitive fine grained <br /> C 4 �t 1i 2 D 1 organic material <br /> > � ` 3 M 1 clay <br /> 4 r Ci 1 5 silty clay to clay <br /> l <br /> ,` ° ` _ 5 2 clayey silt to slily clay <br /> too �' <br /> 6 2 5 sandy silt to dayey silt <br /> 8& 7 3 <br /> + w v i -s 8 4 and to silty sand <br /> sand <br /> u � 10 & gravelly sand to sand <br /> r= 11 1 very stiff fine grained <br /> T �O 12 2 sand to clayey sand <br /> to Pt 'S8S�,5 <br /> f <br /> Z <br /> t <br /> °7 t to <br /> Normalized Friction Rada fs <br /> 6vo x 100% <br /> 4t- <br />' Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> EGG <br />