Discussion of “Ultimate Shaft Friction and Load-Displacement Response of Axially Loaded Piles in Clay Based on Instrumented Pile Tests” by Kjell Karlsrud
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 1
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References
Bullock, P. J., Schmertmann, J. H., McVay, M. C., and Townsend, F. C. (2005). “Side shear set-up: Test piles driven in Florida.” J. Geotech. Geoenviron. Eng., 292–300.
Fellenius, B. H. (2008). “Effective stress analysis and set-up for shaft capacity of piles in clay.” From research to practice in geotechnical engineering, J. E. Lair, D. K. Crapps, and M. H. Hussein, eds., ASCE, Reston, VA, 384–406.
Flaate, K. (1968). “Bearing capacity of friction piles in clay.” Veglaboratoriet, Oslo, Norway (in Norwegian).
Karlsrud, K. (2012). “Prediction of load–displacement behavior and capacity of axially loaded piles in clay based on interpretation of load test results.” Ph.D. thesis, Norwegian Univ. of Science and Technology, Trondheim, Norway.
Karlsrud, K., Clausen, C. J. F., and Aas, P. M. (2005). “Bearing capacity of driven piles in clay, the NGI approach.” Proc., Int. Symp. on Frontiers in Offshore Geotechnics, A.A. Balkema, Rotterdam, Netherlands, 775–782.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 1 • January 2016
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Feb 5, 2015
Accepted: Feb 25, 2015
Published online: Aug 21, 2015
Published in print: Jan 1, 2016
Discussion open until: Jan 21, 2016
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P.Eng.
Managing Director, GAEA Engineering Ltd., 33 Ashby Field Rd., Brampton, ON, Canada L6X 0R4. E-mail: [email protected]
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