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CPT Interpretations <br /> Non-Normalized Classrficatlon Chart <br /> loon <br /> 12 <br /> ' 11 <br /> f 9 <br /> 100 8 <br /> 7 <br /> L <br /> B <br /> ffJ <br /> 10 �t <br /> 3 � <br /> 1 <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf <br /> Normalized Classification Chart <br /> 1000 <br /> 10 42 Zone Qt I N Sorl Behaviour Type <br /> i . 1 Q 2 sensitive fine grained <br /> 2 0 1 organic material <br /> 3 r 1 clay <br /> 105$„ 4 0 1 5 silty clay to clay <br /> 5 T 2 clayey silt to silty clay <br /> 100 — 6 25 sandy silt to clayey sift <br /> 7 3 <br /> 8 4 and to silty sand <br /> 9 5 sand <br /> 10 6 gravelly sand to sand <br /> 7 +� 11 1 verystrff fine grained* <br /> / 12 2 sand to clayey sand* <br /> 10 / <br /> `o <br /> Z <br /> r <br /> 1 <br /> 01 1 10 <br /> Normalized Friction Ratio1s x 100% <br /> 9t"ava <br /> Figure 1 Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> • QREGG <br />