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CPT interpretations <br /> Non-Normalized Classification Chart <br /> 1000 <br /> 10P�AlVp ik Yt i J <br /> 1 �5� 2r4 <br /> fill4 <br /> ` 100 <br /> -� 7 <br /> �lry�'•�3�'t{f�� <br /> In 1 � � <br /> t.il^� f <br /> � 1E] <br /> b " f <br /> U <br /> 0 1 2 3 4 5 6 7 S <br /> Friction Ratio (%), Rf <br /> !Normalized Class+fcapon Chart <br /> +ooa <br /> 10 '( „-12u µa Zone Qt I N Sod Behaviour Type <br /> - 1 8 2 sens+tm fine grwried _ <br /> 2 1 1 organic material <br /> 2p <br /> Ib L 1 6 to cla <br /> 2 5 silclayey sift o SKY clay <br /> 6 a 25 sandy sift to clayey sift <br /> B&Bhrn +h c 3 <br /> a N, <br /> a r' 4 and to'silty sand <br /> 9 6 sand <br /> r ,k a 10 a 6 ` gravelly sand to sand <br /> 11 1 very stiff fine grained <br /> 12 0 2 sand to clayey sand <br /> to ;c{ r�,'i� �✓ <br /> r_ <br /> 5 � <br /> .«r <br /> �+ 1 — tU <br /> Normalized Fnci+on Rano fS x 1000/. <br /> qt"Ivo <br />' Figure 1 Non-Normalized and Normalized Soil Behaviour Type Classification Charts <br /> e <br /> cT1m <br /> 1 <br />