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CPT Interpretations <br /> Non-Normalized Classification Chart <br /> taco y` <br /> 1 F��wrA l— <br /> � .� r <br /> Q <br />' 7 <br /> r <br /> U <br /> 1 <br /> 0 i 2 3 4 5 6 7 B <br />' Friction Rat:o (%) Rf <br /> N xinahzed ClasslrcaUan Chart <br /> 1000 <br /> 10 12 Zone Qt f N Sod Behaviour Type <br /> 1 HI 2 serntve fine grained <br /> 2 14 1 wganlc material <br /> r 11 <br /> y o , 3 B3 1 clay <br /> b,Cr I nti" 4 ■ 1 S vity clay to clay <br /> e, 5 t9 2 clayey silt to silty day <br /> 6 J 25 sardy silt to ctayey slit <br /> lieIan + 7 3 <br /> 4 and To slay Sand <br /> � ' 9 5 sand <br /> 10 6 gravelly sand to sand <br /> it 1 rrery stilt fine grained' <br /> 12 4 2 sand to clayey sand <br /> ` t J <br /> 1 Q ♦`, f <br /> C <br /> O <br /> Z <br /> 0 1 1 10 <br /> Normal zea Friction Ratio Q fs x 100% <br /> V0 <br /> Figure I Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> CONE EC <br /> 1 <br />