Laserfiche WebLink
SOIL BEHAVIOR TYPE <br /> Ca <br /> Y a <br /> 100 g <br /> rn 7 <br /> Cam <br /> CD <br /> 0 10 <br /> U <br /> 1 4 5 6 7 8 <br /> p 1 2 3 <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 M 1 clay . <br /> 4 It 1,5 silty clay to clay <br /> 5 0 2 clayey silt to silty clay <br /> 6 2.5 sandy silt to clayey sift <br /> 7 3 silty sand to sandy silt <br /> g 4 sand to silty sand <br /> g = 5 sand <br /> 10' 6 gravelly sand to sand , <br /> 11 1 very stiff fine grained.* <br /> 12 , u 2 sand to clayey sand., <br /> * overconsolidated or cemented <br /> Robertson (1990) <br /> Figure 4 <br />