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I ,I <br /> f CPT Interpretations <br /> 1000 <br /> Non-Normalized Classification Chart <br /> ;E <br /> w 11 <br /> 100 <br /> d. <br /> h <br /> -,nae -._ ar" 4 <br /> C 10 71 A <br /> s "t a5 <br /> , <br /> roN = <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> S <br />( Normalized Classification Chart <br /> 1000 <br /> - " _ Zoite (1�•f N Soil Behavibur Type- <br /> 3', sensitive fine grained <br /> 0 organicmat enal <br /> ;1. E clay: <br /> jjf^4'.•®i;' 1.5silty clay to clay <br /> Cr 5 :.;'-:.2. clayey tilt to s Ity ,clay , <br /> 100 '`:'$;; "'"•2:5 sandy silt to clayey sift , <br /> I r•;� 7 M `;' 33 <br /> .,`,/ v '` "*`^ 9 `>, ,�t}•4 4, �' R`and to silty sand `s <br /> sand <br /> gravelly sand to sand: <br /> stiff fine gra,ned i <br /> i v ������� ° =z° �•, '.Y42•;,;�:.A,'�2`, sand to clayey sand <br /> 10 <br /> Z $c <br /> 0.1 " 1 10 <br /> Normalized Friction Ratio qt f vu x 100% <br /> _Q <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> r <br /> i :liar <br /> i EGG <br /> i <br /> ,I <br />{ u <br />