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SOIL. BEHAVIOR TYPE <br /> ' 1000 <br /> # <br /> iS- vv* 8 yl i <br /> 100 <br /> rn 7Y <br /> m �> <br /> C r <br /> V 10 <br /> 1 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 ® 1 organic material <br /> ' 3 0 1 clay <br /> 4 ■ 1.5 silty clay to Gay <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 /> a . 4 sand to silty sand <br /> 9. a 5 sand <br /> ' 10 ',4 6 gravelly sand to sand <br /> 1.1 1 very stiff fine grained <br /> 12 2 sand to clayey sand <br /> 1 * overconsolidated or cemented <br /> Robertson (1990) <br /> Figure 4 <br />