Laserfiche WebLink
' CPT Interpretations <br /> Non-Normalized Classification Chart <br /> loon <br /> 'k*46h, <br /> fa <br /> 11 <br /> 100 'i S <br /> G <br /> t1i <br /> Q <br /> M <br /> C 10 <br /> a <br /> U <br /> 1 <br /> Friction Ratio (%), Rf <br />' Normalized Classficahon Chart <br /> 1000 i, IL <br /> N _, Zone Qt/N Sod Behaviour Type <br /> x 1 9 2 sensrlive fine grained <br /> J, <br /> ' I 2 i9 1 organic material <br /> b o 1 �& 1 t1 3 D 1 clay <br /> b 4 ! 1 5 silty clay to clay <br /> ! 5 �3 2 clayey sift to silty clay <br /> 100 f k \� \ ,/ J 6 ._. 2 5 sandy silt to clayey sift <br /> 8 4 and to srfty sand <br /> % t 9 5 sand <br /> 10 6 gravelly sand to sand <br /> 11 1 very stiff fine grained <br /> 7 12 2 sand to clayey sand <br /> 10 <br />' o` <br /> Z � <br /> I <br /> 1 <br /> 01 1 10 <br /> Normalized Friction Ratio fy x 100% <br /> Qt-Qvo <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> EGG <br /> 1 <br />