Discussion of “Determination of Bearing Capacity of Open-Ended Piles in Sand” by Kyuho Paik and Rodrigo Salgado
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Volume 130, Issue 6
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References
Brucy, F., Meunier, K., and Nauroy, J. F. (1991). “Behaviour of pile plug in sandy soils during and after driving.” Proc., 23rd Offshore Technology Conf. 6514, Houston, 145–154.
Gavin, K. G., and Lehane, B. M.(2003). “The shaft capacity of pipe piles in sand.” Can. Geotech. J., 40(1), 36–45.
Lehane, B. M., and Gavin, K. G.(2001). “Base resistance of jacked pipe piles in sand.” J. Geotech. Geoenviron. Eng., 127(6), 473–480.
Lehane, B. M., and Jardine, R. J. (1994). “Shaft capacity of driven piles in sand: A new design approach.” Proc., 7th Int. Conf. On Behaviour of Offshore Structures, Boston, 1, 23–36.
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.
Lehane, B. M., and Randolph, M. F.(2002). “Evaluation of a minimum base resistance for driven piles in siliceous sand.” J. Geotech. Geoenviron. Eng., 128(3), 198–205.
Randolph, M. F. (2001). “Science and empiricism in pile foundation design.” Geotechnique, in press.
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Copyright © 2004 American Society of Civil Engineers.
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Published online: May 14, 2004
Published in print: Jun 2004
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