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SOIL BEHAVIOR TYPE <br /> 1000 <br /> 10 12 <br /> Cf i <br /> CU 100 $ I <br /> 7 I <br /> `m 6 <br /> m .� <br /> a) <br /> Co 10 <br /> 0 1 2 3 4 5 6 7 8 { <br /> F <br /> Friction Ratio (%), R# <br /> Zone Qt 1 N Soil Behaviour Type <br /> 1 ❑ 2 sensitive fine grained <br /> 2 ❑ 1 organic material <br /> 3 M 1 clay <br /> 4 N 15 silty clay to clay <br /> 5 7 2 clayey silt to silty clay <br /> 6 - 25 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 6 gravelly sand to sand 1 <br /> 11 1 very stiff fine grained <br /> 12 7 2 sand to clayey sand <br /> I <br /> overconsolidated or cemented <br /> F <br /> Robertson (1990) <br /> Figure 4 <br />