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CPT Interpretations
<br /> Table 2 References
<br /> No. Reference
<br /> 1 Robertson, P.K. and Campanella,R.G., 1986,"Guidelines for Use, Interpretation and Application of
<br /> the CPT and CPTU", UBC, Soil Mechanics Series No. 105, Civil Eng. Dept.,Vancouver,
<br /> B.C., Canada
<br /> 2 f Robertson, P.K., Campanella, R.G.,Gillespie, D.and Greig,J., 1986,'Use of Piezometer Cone
<br /> Data', Proceedings of InSitu 86,ASCE Specialty Conference, Blacksburg,Virginia.
<br /> 3IRobertson, P.K. and Campanella, R-G., 1989,"Guidelines for Geotechnical Design Using CPT and
<br /> CPTU", UBC,Soil Mechanics Series No. 120, Civil Eng. Dept.,Vancouver, B.C., Canada
<br /> 4 Robertson, P.K., 1990,"Soil Classification Using the Cone Penetration Test",Canadian Geotechnical
<br /> Journal,Volume 27.
<br /> 5 Robertson,P.K.and Fear, C.E., 1995,"Liquefaction of Sands and its Evaluation", Keynote Lecture,
<br /> First International Conference on Earthquake Geotechnical Engineering,Tokyo,Japan.
<br /> 6 l Gregg In Situ Internal Report
<br /> 7 Robertson,P.K.and Wride, C.E., 1997,'Cyclic Liquefaction and its Evaluation Based on SPT and
<br /> CPT', NCEER Workshop Paper,January 22, 1997
<br /> 8 Wride,C.E.and Robertson, P.K., 1997,"Phase II Data Review Report(Massey and Kidd Sites,
<br /> Fraser River Delta)', Volume 1 -Data Report(June 1997),University of Alberta.
<br /> 9 Plewes, H.D., Davies, M.P. and Jefferies, M.G., 1992, "CPT Based Screening Procedure for
<br /> Evaluating Liquefaction Susceptibility",45th Canadian Geotechnical Conference,Toronto,
<br /> Ontario, October 1992.
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