DISCUSSIONS AND CLOSURES
Apr 15, 2002
Closure to “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 5
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References
Dennis, N. D., Jr., and Olson, R. E. (1983). “Axial capacity of steel pipe piles in sand.” Proc., Conf. on Geotechnical Practices in Offshore Engineering, S. G. Wright, ed., ASCE, New York, 389–402.
De Nicola, A. (1996). “The performance of pipe piles in sand.” PhD dissertation, Univ. of Western Australia, Nedland, Western Australia.
O’Neill, M. W., and Raines, R. D.(1991). “Load transfer for pipe piles in highly pressurized dense sand.” J. Geotech. Eng., 117(8), 1208–1226.
O’Neill, M. W., Vipulanandan, C., and Wang, D.(1990). “Laboratory modeling of Vibrodriven piles.” J. Geotech. Eng., 116(8), 1190–1209.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128 • Issue 5 • May 2002
Pages: 450
History
Published online: Apr 15, 2002
Published in print: May 2002
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Authors
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Michael W. O’Neill, F.ASCE
Cullen Distinguished Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4791.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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