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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 Jou mal,Volume 27
<br /> Robertson,P K and Fear,C E, 1998,'Evaluating cyclic liquefaction potential using the Cone
<br /> 3 penetration best,Canadian Geotechnical Journal,35 442459
<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,"Slacue Academic and Professional
<br /> 6 GREGG IN SITU Internal Report
<br /> Plewes,H D,Davies,M P and Jeffenes,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
<br /> 8 Testing Journal, 16(4) 458-467
<br /> 9 Been,K and Jeffenes,M P,1985,"A state parameter for sands",Geotechnique,35(2),99-112
<br /> 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
<br /> QREGG
<br /> CPTSUMM-1 ZOC—Rev 02-07-31
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