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+ CPT Interpretations <br /> Non-Normalized Classification Chart <br /> 1000-;, , . <br /> �} F <br /> ` tr� 8 <br /> I � <br /> 100 <br /> - <br /> 7 <br /> C 6 <br /> ca <br /> c 10 <br /> a <br /> C? <br /> 1 <br /> p 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%}, Rf <br /> Normalized Clasaftation Chart <br /> 1000 <br /> V4 J.,.Y fl Tone Qt!N Soli Behaviour Type <br /> 1 ■ 2 sonsibm fine grained <br /> 2 ■ 1 organic material <br /> 3 69 1 d5)Y <br /> n1 L ' 4 ■ Is silly to clay <br /> 5 0 2 clayey Sift to silty dey <br /> 6 25 sandy sett to clayey silt <br /> 4s 7 3 <br /> 4 and to silty sand <br /> x F t 9 5 sand <br /> -� 10 6 gravelly sand to sand <br /> i 1 i very strtf firm grained" <br /> 7 12 2 sand to clayey sand' <br /> i <br /> iu S&8 <br /> o <br /> z <br /> o io <br /> Namfald Friction Ratio f9 x 100% <br /> 4t-6v° <br /> IFigure 1 Non-Normalized and Normalized Sal Behavior Type Classification Charts <br /> • _GREG G <br /> 7 <br />