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1 <br /> CPT Interpretations <br /> i <br /> loon Nan-Normalized Classification Chart <br /> , z .� <br /> i E10� ­2A <br /> � w <br /> j <br /> Q <br /> ir i <br /> _ 100 <br /> 8 <br /> t� 7 k`� <br /> k <br /> m <br /> G 10 <br /> D <br /> 1 U 1 <br /> 1 1 <br /> 0 1 2 3 4 5 a 7 5 <br /> Friction Ratio (%), Rf <br />' Normalized Classification Chart <br /> 1x00 <br /> 1a 12 Zone nt!N Sorel Behaviour Type <br /> 1 E 2 sensbm fine grained <br /> a 2 M 1 organic material <br /> 3 a 1clay <br /> t7 1 5 silty day day <br /> 5 M s <br /> 6 2 clayey silt to lity clay <br /> laa 6 n 2.5 sandy silt to clayey sift <br /> Sia 7 4 3 <br /> a 4 and to sir sand <br /> -r -;, a ja 5 sand <br /> a ,S 10 M 6 grawily sand to sand <br />' 7 , 11 1 very stiff fine grained" <br /> �" 12 w 2 sand to clayey sand <br /> la <br /> z <br /> 01 1 la <br /> Normalized Friction Ratio tg X100% <br /> qt-6v0 <br />' Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> Cf �� --------- <br />