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i <br /> i SOIL BEHAVIOR TYPE <br /> 1000 <br /> e <br /> , <br /> t11M- y{ <br /> 100 z, <br /> 7 5 - , <br /> inK_ <br /> 0 <br /> 1 <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Zone Qt 1 N Soil Behaviour Type <br />' 1 ■ 2 sensitive fine grained <br /> 2 ■ 1 organic material <br />' 3 11 1 clay <br /> 4 ■ 15 silty clay to clay <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 /> 8 4 sand to silty sand <br />' 9 3, 5 sand <br /> 10 rf 6 gravelly sand to sand <br /> 11 1 very stiff:fine grained <br /> 12 2 sand to clayey sand <br />' * overconsolidated or cemented <br /> I <br /> Robertson (1990) <br />' Figure 5 <br /> 1 <br /> I <br />