|
CPT Interpretations
<br /> Table 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,Soil 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 In$itu 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 Senes 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 Gregg In Situ Intemal 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 I I 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 /> i ,
<br />
|