|
' 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',L IBC,Soil Mechanics Series No 105,Civil Eng Dept,Vancouver,
<br /> B C,Canada
<br /> I 2 Robertson,P K,Campanella,R G,Gillespie,D and Greig,J,1986,'Use of Piezometer Cone
<br /> Data',Proceedings of InSdu 86,ASCE Specialty Conference,Blacksburg,Virginia
<br /> 3 Robertson,P K and Campanella,R G, 1989 "Guidelines for Geotechnical Design Using CPT and
<br />' CPN,UBC,SDA 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 /> I 5 Robertson,P K and Fear,C E. 1985,"Liquefaction of Sands and its Evaluation",Keynote Lecture,
<br /> First International Conference on Earthquake Geotechnical Engineering,Tokyo Japan
<br /> 6 Gregg In Situ Intemai Report
<br />' 7 Robertson,P K.and Wnde,C E, 1997 "Cyclic Liquefaction and its Evaluation Based on SPT and
<br /> CPT,NCEER Workshop Paper,January 22, 1997
<br />' 8 Wnde,C E and Robertson,P K 1997 'Phase IE Data Review Report(Massey and Kidd Sites
<br /> Fraser River Delta)' Volume 1 -Data Report(June 1997),University of Alberta
<br /> 9 Pli w ,H D,Davies,M P and Jefferies,M G, 1992, 'CPT Based Screening Procedure for
<br /> Evaluating Liquefaction Susceptibilrty',45th Canadian Geotechnical Conference,Toronto,
<br />' dntano,October 1992
<br /> 1
<br /> *EGG
<br /> I
<br /> I
<br />
|