Discussion of “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill
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Volume 128, Issue 5
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References
Beringen, F. L., Windle, D., and Hooydonk, W. R. (1979). “Results of loading tests on driven piles in sand.” Recent developments in the design and construction of piles, Institute of Civil Engineers, London, 213–225.
Chow, F. C., Jardine, R. J., Brucy, F., and Nauroy, J. F.(1998). “Effects of time on capacity of pipe piles in dense marine sand.” J. Geotech. Geoenviron. Eng., 124(3), 254–264.
De Nicola, A., and Randolph, M. F.(1993). “Tensile and compressive shaft capacity of piles in sands.” J. Geotech. Eng., 119(12), 1952–1973.
Gregerson, O. S., Aas. G., and DiBiagio, E. (1973). “Load tests on friction piles in loose sand.” Proc., Eighth Int. Conf. on Soil Mechanics and Foundation Engineering, Moscow, 2.1, 109–117.
Jardine, R. J., and Lehane, B. M. (1993). “Research into the behavior of offshore piles: Field experiments in sand and clay.” Rep. No. OTH 93 401, Offshore Technology Report, HSE Books, Crown, London, 145 pp.
Joshi, R. C., Achari, G., and Kaniraj, S. R.(1992). “Effect of loading history on the compression and uplift capacity of driven model piles in sand.” Can. Geotech. J., 29(3), 334–341.
Lehane, B. M., Jardine, R. J., Bond, A. J., and Frank, R.(1993). “Mechanisms of shaft friction in sand from instrumented pile tests.” J. Geotech. Eng., 119(1), 19–35.
Yen, T., Lin, H., Chin, C., and Wang, R. (1989). “Interpretation of instrumented driven steel pipe piles.” Foundation engineering: Current principles and practices, ASCE GSP 22, Reston, Va., 2, 1293–1308.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 128 • Issue 5 • May 2002
Pages: 448 - 449
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Published online: Apr 15, 2002
Published in print: May 2002
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