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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 the <br /> CPT and CPTU" UBC,Sal Mechanics Senes No 105,Civil Eng Dept Vancouver,B C <br /> Canada <br /> ' 2 Robertson,P K.,Campanella,R G Gllespie D and Greig J, 1986 "Use of Piezometer Cone Data" — <br /> Proceedings of InSttu 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 Ctassfratson Using the Cone Penetration Testp Canadian GeotechnjcW <br /> Journal,Volume 27 <br /> 5 Robertson,`PK—and Fear C_E,1995 "Lrquefactron of Sands and its Evaluation",Keynote Lecture,First <br /> International Conference on Earthquake Geotechnical Enginnenng,Tokyo Japan <br /> 1 6 - ConeTec Internal Report—___---- ---_ _ -- Y� <br /> 7 _ Robertson, P K and Wride,G E,1997 "Cyclic Liquefaction and its Evaluation Based on SPT and CPT", <br /> NCEER Workshop Paper,January 22,1997 <br />' 8 Wnde C E and Robertson P K,1997 "Phase II data Rewew Report(Massey and Kidd Sties,Fraser <br /> River Delta)" Volume 1-Data Report(June 1997),Unrversityof Alberta _ <br /> 9-— Pleives,H D,Dawes,M P and Jefferies,M G,1942, "CPT Based Screening Procedure for Evaluating <br /> Liquefaction Susceptibility",45th Canadian Geotechnical Conference,Toronto Ontario, <br /> October 1992 —— _ —__ -_--------- — <br /> 1 <br /> 1 <br /> • CONETEC <br /> 1 <br />