DISCUSSIONS AND CLOSURES
Aug 1, 1989
Discussion of “Rational Wave Equation Model for Pile‐Driving Analysis” by S. L. Lee, Y. K. Chow, G. P. Karunarantne, and K. Y. Wong (March, 1988, Vol. 114, No. 3)
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VIEW THE REPLYAuthors: M. F. Randolph and H. A. SimonsAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 115, Issue 8
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References
1.
Randolph, M. F. (1978a). “Static and dynamic capacity of piles driven into cohesive soil.” Proc. 5th Int. Geotech. Seminar on Case Histories in Soft Clay, Nanyang Tech. Inst., Singapore, 291–304.
2.
Randolph, M. F. (1987b). “Modeling of the soil plug response during pile driving.” Proc. 9th Southeast Asian Geotech. Conference, Bangkok, Thailand, 6.1–6.14.
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Journal of Geotechnical Engineering
Volume 115 • Issue 8 • August 1989
Pages: 1191 - 1195
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Copyright © 1989 ASCE.
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Published online: Aug 1, 1989
Published in print: Aug 1989
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M. F. Randolph
Sr. Lect., Dept. of Civ. Engrg., Univ. of Western Australia, Nedlands, Perth 6009, Australia
H. A. Simons
Asst. Proj. Engr., Woodward‐Clyde Consultants, Wayne, NJ 07470
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