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4pr <br /> h; <br /> 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 /> RobertsonuP 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 /> .i- -- <br /> Robertson P K and Wnde C E, 1998,"Cychc Liquefaction and its Evaluation Based an SPT and <br /> 4 CPT' NCE ER 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,"Biaciae 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" Geotechnhque,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 /> 11 Frank Syms Bechtel Corp(Savannah River Site)—personal communication <br /> .ti <br /> GREGG <br /> i <br /> CPTSLJMfu1-1 20C—Rev 02-07-31 <br />