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• <br /> 1000 <br /> 10 12 <br /> • � 9 8 11 <br /> 100 77 <br /> v <br /> 6 <br /> V - <br /> G, <br /> 4 3 <br /> 10 <br /> a <br /> 0 <br /> • U 1 <br /> 2 <br /> 1 .-a <br /> 0 1 2 3 4 5 6 7 8 <br /> • Friction ratio (%) <br /> 'Gone Soil Behavior Type <br /> • 1 sensitive fine grained <br /> 2 organic material <br /> 3 clay <br /> 4 silty clay to clay <br /> • 5 clayey silt to silty clay <br /> 6 sandy silt to clayey silt <br /> 7 silty sand to sandy silt <br /> 8 sand to silty sand <br /> 9 sand <br /> • 10 gravelly sand to sand <br /> 11 very stiff fine grained (overconsolidated or cemented) <br /> 12 sand to clayey sand (overconsolidated or cemented) <br /> • Source: Robertson,EIL,Campanella,R.G.,Gillespie,D.,and Greig,J.,1986, Use of Piezometer Cone Data. <br /> Proceedings of the ASCE Specialty Conference In Situ 86:Use of In Situ Tests in Geotechnical Engineering. <br /> • CALIFORNIA PUSH <br /> TECHNOLOGIES Soil Behavior Type (SBT) Model <br /> - I N C O R P O R A T E D <br /> • <br />