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' CPT Interpretations
<br /> 1` Table 2
<br /> References
<br />' No References
<br /> Robertson, P K, Campanella R G,Gillespie, D and Greig,J, 9986 "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 Joumal,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 I 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 /> Ontano,October 1992
<br /> Jefferies M G and Davies,M P 1993 "Use of CPTu to Estimate equivalent W,Geotechnical
<br /> 8 Testing Journal, 16(4) 458-457
<br />' 9 I 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 /> i
<br /> 11 Frank Syms, Bechtel Corp(Savannah River Site)—personal communication
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