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w <br /> SOIL BEHAVIOR TYPE <br /> 1000 <br /> C13 100 V, <br /> 10- <br /> 1 <br /> 0 1 <br /> a 1 2 3 4 5 6 7 8 <br /> - Friction Ratio (%), Rf <br /> Zone Qt,/ N Soil Behaviour Type <br /> 1. . Ef 2 sensitive fine grained <br /> 2 . 3 1 •organic material <br /> clay <br /> 4 . . ® 1.5. silty clay to clay ' <br /> 5-. 91 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 k`E 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 /> 1Figure 4 <br /> 6� <br />