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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 InSdu 86,ASCE Specialty Corrference 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 en0 Fear,C E, 1998,"Evalua#ing cycilc liquefaction potential using the cone <br /> 3 J penetration test',Canadian Geotechnical Journal, 35 442-459 <br /> Robertson P}( and Wnde, 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 Geotechmcat <br /> 5 Practice,"Blackie Academic and Professional <br /> 6 GREGG IN SITU Intimal Report <br /> Plewes,1 D, Davies,M P and Jefferies,M G__,_1_992_, °CPT Based Screening Procedurefor <br /> 7 Evaluating Liquefaction Susceptibrhty",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 I Been K and Jeffenes, PAP, 1985 °A state parameter for sands", bii tWchnique,35(2) 99-112 <br /> J 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 cornmunication <br /> I� <br /> GG <br /> CPTSUMM-1 20C—Rev 02-07-31 <br />