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CPT Interpretations
<br /> ' Table 2
<br /> '. References
<br /> ' No. References
<br /> Robertson,P.K.,Campanella,R.G.,Gillespie,D_and Greig,J.,1986,"Use of Piezometer Cone
<br /> 1 Data',Proceedings of InSitu 86,ASCE Specialty Conference, Blacksburg,Virginia.
<br /> ' Robertson,P.K., 1990,"Soil Classification Using the Cone Penetration Test,Canadian Geotechnical
<br /> 2 Journal,Volume 27.
<br /> Robertson,P.K.and Fear,C.E., 1998,"Evaluating cyclic liquefaction potential using the cone
<br /> 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 /> 5 Practice,"Blackie Academic and Professional.
<br /> ' 6 GREGG IN SITU Internal Report
<br /> Plewes,H.A.,Davies,M.P.and Jefferies,M.G., 1992, "CPT Based Screening Procedure for
<br /> Evaluating Liquefaction Susceptibility",45th Canadian Geotechnical Conference,Toronto,
<br /> 7
<br /> ' Ontario, October 1992.
<br /> { Jefferies,M.G.and Davies,M.P., 1993. "Use of CPTu to Estimate equivalent Neo',Geotechnical
<br /> $ J Testing Journal, 16(4):458-467.
<br /> ' 9 J{ Been,K.and Jefferies,M.P_,1985,A state parameter for sands",Geotechnique,35(2),99-112.
<br /> 10 I Frank Syms, Bechtel Corp(Savannah River Site),2001,"CPTU Fines Content Determination",
<br /> Calculation No. K-CIC-G-00065 Revision 0.
<br /> ' Frank Syms, Bechtel Corp(Savannah River Site)—personal communication
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<br /> t GG
<br /> CPTSUMM-i.20C—Rev.02-07-31
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