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l <br /> E SOIL BEHAVIOR TYPE <br /> I} <br /> 1000 <br /> 100 8 <br /> c 7 } <br /> � 6 <br /> m <br /> a � 0 1 <br /> } U 0 A <br /> d <br /> F <br /> 0 1 2 3 4 5 6 7 8 <br /> r-4 Friction Ratio {%), Rf k <br /> Zone Qt / N Soil Behaviour Type i <br /> 1 ■ 2 sensitive fine grained <br /> 2 ® 1 organic material <br /> 3 I clay <br /> C 4 ■ 1.5 silty clay to clay ' <br /> 5 2 clayey silt-to silty.clay <br /> 6 2.5 sand silt to clayey silt <br /> . i <br /> 7 . 3 silty sand to sandy silt <br /> 8 4 sand to silty sand- <br /> 9 a:, 5 sand ' <br /> 10 v, $ gravelly sand to sand <br /> 11 1 very stiff fine grained <br /> 12 2 sand to clayey sand .* I <br /> * <br /> overcon soli dated or cemented <br /> Robertson (1990) <br /> Figure 4 <br />