Discussion of “Pile Aging in Cohesive Soils” by Paul Doherty and Kenneth Gavin
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 4
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Acknowledgments
The 8-year Sandpoint case restrike data were provided by Dean Harris, CH2M Hill. The CAPWAP analyses of the restrike data from the Sandpoint and Paddle River cases were carried out by Hicham Salem, AATech Scientific.
References
Fellenius, B. H. (2008). “Effective stress analysis and set-up for shaft capacity of piles in clay.” Proc., GeoCongress 2008: From Research to Practice in Geotechnical Engineering, Geotechnical special publication 180, J. E. Laier, D. K. Crapps, and M. H. Hussein, eds., ASCE, Reston, VA, 384–406.
Fellenius, B. H., Harris, D. E., and Anderson, D. G. (2004). “Static loading test on a 45 m long pipe pile in Sandpoint, Idaho.” Can. Geotech. J., 41(4), 613–628.
Konrad, J.-M., and Roy, M. (1987). “Bearing capacity of friction piles in marine clay.” Géotechnique, 37(2), 163–175.
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© 2014 American Society of Civil Engineers.
History
Received: Jan 18, 2014
Accepted: Apr 7, 2014
Published online: Oct 8, 2014
Published in print: Apr 1, 2015
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P.Eng.
Consulting Engineer, 2475 Rothesay Ave., Sidney, BC, Canada V8L 2B9. E-mail: [email protected]
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