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 /> 2 I Robertson,P.K., 1990,"Soil Classification Using the Cone Penetration Test",Canadian Geotechnical
<br /> 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,35:442459,
<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 /> Lunn-,T., Robertson,P'.K,-.and Powell,J.J.M., 1997,"Cane Penetration Testing in Geotechnical
<br /> 5 Practice,"Blackie Academic and Professional.
<br /> I
<br /> 6 ! GREGG M SITU-internal Report
<br /> Plevres,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 /> 8 I Jefferies, M.G.and Davies, M.P., 1993_ "Use of CPTu to Estimate equivalent Nw", Geotechnical
<br /> 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.
<br /> Frank Syms, Bechtel Corp(Savannah River Site),2001,"CPTU Fines Content Determination",
<br /> ® 10 I Calculation No. K-CIC-G-00065 Revision 0.
<br /> 11 Frank Syms,Bechtel Corp(Savannah River Site)—personal communication
<br /> CPTSUMM-1.20C—Rev.02-07-31
<br />
|