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1 <br /> CPT Interpretations <br /> psTable 2 References <br /> No Reference <br />' i Robertson, P K and Campanella, R G , 1986 "Guidelines for Use, interpretation and Application of <br /> the CPT and CPTU' UBC,Sod Mechanics Series No 105 Civil Eng Dept,Vancouver, <br /> B C Canada <br />' 2 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 /> 3 Robertson, P K and Campanella, R G, 1989, 'Guidelines for Geotechnical Design Using CPT and <br /> CPTU", UBC,Sod 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 /> I First International Conference on Earthquake Geotechnical Engineering,Tokyo Japan <br />' 6 Gregg In Situ lntemal Report <br /> 7 Robertson,P K and Wrrde, C E, 1997, "Cyclic Liquefaction and its Evaluation Based on SPT and <br /> CPT", NCE ER Workshop Paper,January 22, 1997 <br />' 8 Wride C E and Robertson,P K 1997, "Phase it 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 Jeffenes,M G, 1992, "CPT Based Screening Procedure for <br /> Evaluating Liquefaction Susceptibility',45th Canadian Geotechnical Conference, Toronto, <br />' Ontario, October 1992 <br /> P <br /> I <br /> IGREGG <br /> ■mr■n� <br /> I <br />