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CPT Interpretations
<br /> Table 2
<br /> References }
<br /> r � No. References
<br /> Robertson, P.K.,Campanella,R.G.,Gillespie,D.and Greig,J.,1986,'Use of Piezometer Cone
<br /> I 1 Data", Proceedings of InSitu 86,ASCE Specialty Conference,Blacksburg,Virginia.
<br /> t.
<br /> f Robertson,P.K., 1990,"Soil Classification Using the Cone Penetration Test",Canadian Geotechnical
<br /> 2 I Journal,Volume 27,
<br /> Robertson,P.K.and Fear,C.E., 1498,'Evaluating cyclic liquefaction potential using the cone
<br /> �x 3 penetration test",Canadian Geotechnical Journal,35:442-459.
<br /> Robertson, P.K.and Wride,C.E., 1998,'Cyclic Liquefaction and its Evaluation Based on SPT and
<br /> 4 CPT,NCEER Workshop Paper,January 22, 1997
<br /> Lunne,T.,Robertson,P.K.and Powell,J.J.M., 1997,"Cone Penetration Testing in Geotechnical
<br /> I 5 Practice,"Blackie Academic and Professional
<br /> 6 I GREGG IN SITU Intemal Report
<br /> Plevioes,H.D.,Davies,M.P.and Jefferies,M.G.,1992, "CPT Based Screening Procedure for
<br /> 7 Evaluating Liquefaction Susceptibility",45th Canadian Geotechnical Conference,Toronto,
<br /> Ontario,October 1992.
<br /> Jefferies, M.G.and Davies,M.P., 1993. "Use of CPTu to Estimate equivalent Neo",Geotechnical J
<br /> 8 Testing Journal, 16(4):458-467.
<br /> 9 I Been,K.and Jefferies,M.P., 1985,"A state parameter for sands",Geotechnique,35(2),99-112.
<br /> I Frank Syms,Bechtel Corp(Savannah River Site),2001,"CPTU Fines Content Determination",
<br /> 10 Calculation No. K-CIC-G-00065 Revision 0.
<br /> 11 Frank Syms,Bechtel Corp(Savannah River Site)—personal communication
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<br />` QREGG
<br /> CPTSUMM-1.20C—Rev.02-07-31
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