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r� <br /> CPT Interpretations <br /> Tabie 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 InS[tu 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. andFear,C E, 1998,"Evaluating cyclic liquefaction potential using the crone <br /> 3 penetration test", Canadian Geotechnical Journal, 35 442459 <br /> _ Robertson, P K and Wnde,C E , 1998,"Cyclic Liquefaction and Its Evaluation Based on SPT and <br /> 4 GPT', 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 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 /> _ Jeffenes,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 Jefferies,M P, 1985,"A state parameter for sands",Geotechnique,35(2),99-112 TT <br /> Frank Syms Bechtel Corp(Savannah River Site),2001,"CPTU Fines Content Determination", <br /> 10 Calculation NoWK-CIC-G-00065 Revision 0 <br /> 11 T Frank Syms, Bechtel Corp(Savannah River Site)-personal communication <br /> 1 <br /> 1 <br /> 1 <br /> 1 <br /> EGG <br /> CPTSUMM-1 20C-Rev 02-07-31 <br />