Discussion of “Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand” by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 8
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References
AASHTO. 2014. AASHTO LRFD bridge design specifications. 6th ed. Washington, DC: AASHTO.
Bhattacharya, S., T. Carrington, and T. Aldridge. 2005. “Buckling considerations in pile design.” In Proc., Int. Symp. on Frontiers in Offshore Geotechnics (IS-FOG 2005), edited by M. Cassidy and S. Gourvenec. Perth, Australia: Taylor & Francis.
BIS (Bureau of Indian Standards). 2010. Design and construction of pile foundations—Code of practice. IS 2911. New Delhi, India: BIS.
BSI (British Standards Institution). 2015. Code of practice for foundation. BS 8004:2015. London: BSI.
Jardine, R., F. Chow, R. Overy, and J. Standing. 2005. ICP design methods for driven piles in sands and clays. London: Thomas Telford.
Poulos, H. G., and E. H. Davis. 1980. Pile foundation analysis and design. Oxford, UK: Rainbow-Bridge Book.
Salgado, R. 2014. “Experimental research on cone penetration resistance.” In Geo-Congress 2014 Keynote Lectures, Geotechnical Special Publication 235, edited by A. J. Puppala, P. Bandini, and T. C. Sheahan, 140–163. Reston, VA: ASCE.
Tomlinson, M., and J. Woodward. 2008. Pile design and construction practice. Abingdon, UK: Taylor & Francis.
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© 2021 American Society of Civil Engineers.
History
Received: Aug 1, 2020
Accepted: Aug 24, 2020
Published online: May 25, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 25, 2021
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