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CPT Interpretations <br /> Non-Normalized Classification Chari <br /> 1000 , <br /> 112 <br /> 1 <br /> w „11 <br /> f e Y,ti <br /> 1C96r, L �eSY���Pf' 'A�� t , <br /> 100: 8 <br /> K r 4 1 <br /> cV L•Y• s��iy� 'F~p <br /> V 7 <br /> CO a <br /> 10 <br /> 0 <br /> U <br /> 1 <br /> 0 1 2 3 4 5 B 7 ti <br /> Friction Ratio M. Rf <br /> Normalized Classrruahon Chart <br /> �J �-�FZone `Q{/N &nd Behaviour T� <br /> A2r� h Z .. un � kik ft A< <z e g <br /> 86nS�t. f6 drained <br /> a �, ..�tl <br /> b � ,�� vv �� <n•'+ -; � 41�eq';'1'5 �ill G19�/to clay, <br /> ` ! j �° 5 ® ' '� iY 4p-' I&yey Sift 10 afhy Clay t" <br /> 100 ' F � Bim, s$ B t3',y 2 5 sandy Arlt to dayey slit r <br /> x f � r� ";P ' <br /> �l£i <br /> ,4," aand to aiuy sand <br /> F n • 9 l^�! ` C �k sand <br /> 10"p E71} 6 j; 'gravrelly sand 3o aa�n <br /> ` �� !rerlan-stiff <br /> sti f fiinn grained' t <br /> y 'r X124 �, sd to crayey <br /> 19 ,,.n <br /> a <br /> Z <br /> GA 1 sq <br /> Normalized Friction Ratio f° x 100°h <br /> Qt-Gyp <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> rMEEG <br />