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SOIL BEHAVIOR TYPE <br /> rq- <br /> +, i- <br /> Cy 100a b <br /> 8 <br /> Ca <br /> ?Fy�(n Y _ <br /> 4 <br /> U 10- <br /> 0 <br /> 0 0 1 2 3 4 6 6 7 8 <br /> Friction Ratio (%), Rf <br /> Zone Qt l N, Soil Behaviour Type <br /> 1 ® 2 , sensitive fine grained <br /> 2 ® 1 organic material <br /> 3 1 -clay <br /> 4 0` 1-.5. silty clay to clay <br /> 5. . M 2 clayey silt to silty clay <br /> 6 2.5 sandy,silt.to clayey silt <br /> 7 , 3 silty sand to sandy silt <br /> 81 4, sand to silty.sand <br /> sand, <br /> 10" <br /> 6 gravelly sand to sand <br /> 111very stiff fine grained* <br /> 12 _ 2 sand.to clayey sand=* <br /> * overd6nsolidated-or cemented <br /> Robertson (1990) <br /> Figure 4 <br />