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SOIL.. BEHAVIOR TYPE <br /> 1000 <br /> Cc 100 <br /> ` V r <br /> CD �#r <br /> M Sx dL� t Iia <br /> LLI f4�. <br /> 010 <br /> U <br /> r <br /> 1 <br /> U 1 2 3 4 5 6 7 $ <br /> Friction Ratio (%), Rf <br /> Zone G2f,1'N; F,8orfhBehaviour Type, <br /> ,,'-A 1W -2 -- - sensitivefine,grain6d <br /> r, <br /> +1� Y =organic,rnaterial <br /> a <br /> 4 �M, ` -1.5 . siEty'�clay`to clay` <br /> '5 ` "2, jN.clayeyssilt to s�lty;clay'' <br /> 6- ® �;� 2,5 �sandysilt to clayey silt <br /> s =7 r ti silty�sand to--sandy-silt <br /> .,,san616"sdty sand ' ` <br /> �9, Em sand <br /> F <br /> 1'0 'I _-6 gravelly`sand to sand # <br /> 11 1 very stiff fine grained <br />' - 12 l - 2, sand to clayey-sand * , <br /> overconsolidated-or,cemented ,- <br /> Robertson (1990) <br />�' Figure 4 <br />