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 />
|