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SOIL BEHAVIOR TYPE <br /> 1000 <br /> C'1 <br /> t <br /> 100 8 <br /> rn 7 <br /> Co <br /> 6 <br /> m _ <br /> 1 <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Zone Qt/ N Soil Behaviour Type . <br /> 1 ® 2 sensitive fine grained <br /> 2 N 1 organic material <br /> 3 IR 1 clay <br /> 4 ® 1.5 silty clay to clay <br /> 5 0 2 clayey silt to silty clay <br /> 6 2.5 sandy silt to clayey silt <br /> 7 3 silty sand to sandy silt <br /> 8 4 sand to silty sand <br /> 9 5 sand <br /> 10 ,, 6 gravelly sand to sand <br /> 11 1 very stiff fine grained " <br /> 12 2 sand to clayey sand <br /> " overconsolidated or'cemented <br /> Robertson (1990) <br /> Figure 4 <br /> t <br />