Laserfiche WebLink
a <br /> CPT Interpretations <br /> • Non-Normalized Classification Chart <br /> 1000 r <br /> CJ <br /> � loo <br /> 8 <br /> 7 <br /> c w 6 <br /> M <br /> Ca , <br /> c 10 _ <br /> 0 <br /> U <br /> 1 <br /> 0 i 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Normalized Classiriration Chart <br /> toxo <br /> Qone /N Soh Behaviour T <br /> iD �s��z^r12 � Zt YPe <br /> 1 ■ 2 aenaltiva rine grained <br /> t,'�$ 11 2 ■ 1 oryanlcmaterial <br /> 17 4 ■ 15 atny clan to clay <br /> 5 lel 2 clayey sin to Spry clay <br /> too ,: `s v`sY 6 a 25 sandy sin to dayey sin <br /> ' % 7 3 <br /> �$ .=;< 8 4 and to airy sand <br /> g. lig 6 sand <br /> - y <br /> 10 sa 6, gravepy sand to sand <br /> 7 11 1 very sNfT fine grained' <br /> 12 0 2 sand to clayey sand <br /> ro S" 5&6 •�� <br /> `o <br /> Z <br /> t <br /> o t 10 <br /> Normalized Friction Ratio fs - x 100% <br /> 91-6vo <br /> Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> ONE EC <br /> WIP <br /> -I <br />