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GPT Interpretations <br /> Figure 7 <br /> Non-Normalized Behavior Type Classification Chart <br /> E` <br /> s1�sWZone qt l N SoIE BehavlorlType <br /> z . <br /> � �� 1 ■ 2 sensdroe fine grained <br /> 2 "� 1 o aM6 material' <br /> - 9 � • <br /> 2;1 3 <br /> $ 4 i 1:5 silty day to claycc ' <br /> 100 _ 5 ® 2 ' clayey silt.to silty clay <br /> 6 2 5sandysifto dsyey silk <br /> r7 3 .. silly sand;to sandy silt <br /> 8 4 sand to silty sand <br /> ro _ 9 _ 5 sand <br /> gravelly sand to sand <br /> m 71 .1 very stiff fine grained <br /> 10 . 12...r3 2' sand to clayey'sand" <br /> O <br /> U 'overconsolidated or cemented <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (%), Rf - <br /> Figure 2 <br /> Normalized Behavior Type Classification Chart <br /> 1000 <br /> 5q". Zone Normalized.Soil Behavior Type <br /> g 1 ® sensitige fine grained <br /> 2 organic material <br /> 0-1 g, ® clay to sifty.day. . <br /> 4 ®; 'clayey silt to silty clay <br /> 100 5 silt sand,t' ' d ,sift <br /> y- y <br /> g 6 .: Clean:sands to.siltysands <br /> gravelly sand:to sand <br /> 8 very stiff sand to clayey sand <br /> 9 very stiff fine grained_. <br /> 5 .. . <br /> o -- <br /> U 10 <br /> m <br /> N <br /> ca <br /> E <br /> O <br /> Z <br /> 1 <br /> 4.1 1 10 <br /> Normalized Friction Ratio qt-f6Yo x 100% <br /> CPTSUMM-1.20C—Rev.02-07-31 <br />