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1' <br /> CPT Interpretations <br />' Non-Normalized Classification Chart <br /> 1000 Mau <br /> y ��1 <br /> a� P, <br /> ?i^�y� � �� <br /> 110c: { 8 <br /> 7 4 <br /> 1 m <br /> N 10 <br /> � I <br /> O I <br /> U <br /> 1 <br /> 4 5 6 7 8 <br /> Friction Ratio (°/a), Rf <br />' Normalized Classfication Chart <br /> +0a0 <br /> Zone Qt N Soil Behaviour Type <br /> X <br /> {,t i Q1 2 sensitive tine grained <br /> 2 © 1 organic material <br /> 3 0 1 clay <br /> �> 4 ® 15 Silly,clay to clay <br /> v � 5 w 2 clayey silt to silty day <br />'• +aoy , r 6 1 2-5 sandy 5tit to day$y sift <br /> t <br /> 4 and to silty sand <br /> ,tet <br /> A 5 sand <br /> 10 a gravelly sand to sand <br /> 11 1 very stiff rine grained <br /> 12 2 sand to clayey sand' <br /> 01 i 10 <br /> Normalaed Friction Rada fs X 1009b <br /> flit-6vo <br /> Figure I Non-Normalized and Normalized Soil Behavior Type Classification Charts <br /> • �C�EGG <br />