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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 11 <br /> 100 S <br /> 7 <br /> ca <br /> C <br /> 10 -'Yy <br /> 0 <br /> U <br /> 1 <br /> 0 1 2 3 4 5 6 7 t1 <br /> Friction Ratio (%), Rf <br /> Normalized Classification Chart <br /> 1000 <br /> i° t' `; Zone Qt!N Sol Behaviour Type <br /> 12 <br /> An r` 1 ■ 2 sansltm fine grained <br /> ' Oji 2 M1 organic material <br /> 3 ■ 7 Clay <br /> n 4 1 15 silty clay to day <br /> 5 w 2 clayey sin to silty day <br /> 110 s a 2 5 sandy gin roclayey.ln <br /> K{ yuL, ' 7 0 3 <br /> x8 39; t' <br /> 8 4 and GD•city land <br /> 9 6 sand <br /> 10 M 6 gravelly sand to sand <br /> 7 , " 11 1 verystiff fine grained" <br /> 12 a 2 sand to clayey sand' <br /> 10 '5&"8,A <br /> 0 <br /> Z <br /> 1 <br /> 01 1 10 <br /> Normalized Fnctlon Ratio fg x 100% <br /> Qt-ffvo <br /> Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classfcation Charts <br /> CONETEC <br />