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CPT Interpretations <br /> INon-Normalized Classification Chart <br /> 1000 <br /> t 1_ <br /> 0 �11` `t <br /> 100 ,• 8 , <br /> 7 'a Y <br /> CD a �x <br /> C 10 <br /> C) ' t <br /> U <br /> A <br /> 1 <br /> 0 1 2 3 4 5 6 T 8 <br /> Friction Ratio (%), Rf <br /> Normalized Classification Chart <br /> taoo <br /> 10 12 Zone QslN Sod Behaviour Type <br /> 1 M 2 senwbve fine grained <br /> o d 2 R 1 organic material <br /> it ✓ , 6 11 3 1 Clay <br /> ¢bo 4 ■ 15 silty clay t0 day <br /> t ` 5 11 2 clayey sift to silty clay <br /> oa 6 t7 25 sandy silt t4 clayey silt <br /> $&8 a 3 <br /> 8 A and to silty sand <br /> ~` 8 5 sand <br /> 10 S grawily sand to sand <br /> yds 11 1 very str fine gramed <br /> 7 " <br /> 72 2 sand to clayey sand' <br /> 10 <br /> Z <br /> � al <br /> I ai io <br /> Normalized Friction Ratio fS x 100% <br /> 9t-avo <br />' Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> I <br /> I <br /> CONE EC <br /> I <br />