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SOIL BEHAVIOR TYPE <br /> 1000 -- <br /> 0 2 aoo012 ; <br /> � F <br /> ,� 11 <br /> �ry�y' g <br /> V <br /> Ca 100 8 b <br /> rn A7 <br /> Ca <br /> y P <br /> CD <br /> CD <br /> `A <br /> C <br /> LO is <br /> U <br /> 1 <br /> a 1 2 3 7 $ <br /> Friction Ratio (%), Rf <br /> fW ;Zone - Qt / N Soil Behaviour Type <br /> 1 ■ 2 sensitive fine grained <br /> 2 ® 1 organic material <br /> 3 M 1 clay <br /> tlt4 ■ 1 5 silty clay to clay <br /> �li <br /> 5 M 2 clayey silt to silty clay <br /> �', 6 E3 25 sandy silt to clayey silt <br /> 7 3 silty sand to sandy silt <br /> *t 8 4 sand to silty sand <br /> 1' 9 IM 5 sand <br /> �r 10 0 6 gravelly sand to sand <br /> �{ 11 1 very stiff fine grained " <br /> 12 ® 2 sand to clayey sand <br /> x3 Y <br /> overconsolidated or cemented <br /> Robertson (1990) <br /> Figure 4 <br />