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CPT Interpretations <br /> ps : Non-Normalized Classification Chart <br /> laaa <br /> 10 <br /> } {� <br /> LN,�fYa '9 <br /> M <br /> 7 <br /> r 6 <br /> O <br /> Q 10 <br /> 0 <br /> tJ <br />' 7 <br /> 0 1 2 3 4 5 6 7 8 <br /> Fiction Ratio (%), Rf <br />' Normalized Classftahon Chart <br /> 1000 <br /> o <br /> r T <br /> µ . <br /> ID` 1t IZone Qt/N Soil Behaviour� 7YPe <br /> f_ <br /> 1 ■ 2 sensitive fine grained <br /> a 2 ® 1 organic material <br /> t.7 clay <br /> n z.v 3 0 1 <br /> �b ��� �` b ■ 1 5 silty Clay to day <br /> jo, r <br /> 5 [2 2 clayey snit to silty Gay <br /> t3 25 sandy silt to dayBy silt <br /> 7 3 <br /> 8 4 and to sr <br /> KY sand <br /> S <br /> 9 ,x. 5 sand <br /> 10 6 gravelly sand to sand <br />' 7 11 1 very stiff fine grained" <br /> 12 2 sand to clayey sand <br /> is <br /> 5&t3 <br /> i <br /> i <br /> 01 1 10 <br /> Normalized FneWn Raba fs x 100% <br /> at"avo <br /> IFigure 1 Non-Normalized and Normalized Sod Behavior Type Classification Charts <br /> EGG <br /> I <br />