DISCUSSIONS AND CLOSURES
Aug 1, 1994
Discussion of “P‐Ultimate for Undrained Analysis of Laterally Loaded Piles” by James D. Murff and Jed M. Hamilton (January, 1993, Vol. 119, No. 1)
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VIEW THE REPLYAuthors: M. Maugeri, Member, ASCE, F. Castelli, and E. MottaAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 120, Issue 8
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References
1.
Castelli, F., Maugeri, M., and Motta, E. (1992). “Analisi non lineare del cedimento di un palo singolo.” Revista Italiana di Geotecnica, Napoli, Italy, 26(2), 115–135 (in Italian).
2.
Castelli, F., Maugeri, M., and Motta, E. (1993). “Modellazione del fenomeno di attrito negativo nei pali.” Revista Italiana di Geotec, Napoli, Italy, 27(1), 29–45 (in Italian).
3.
Kishida, H., and Nakai, S. (1977). “Large deflection of a single pile under horizontal load.” Proc. Ninth Int. Conf. on Soil Mech. and Found. Engrg., Japanese Association for Steel Pipe Piles, Tokyo, Japan.
4.
Reese, L. C. (1958). Discussion of “Soil modulus for laterally loaded piles” by McClelland and Focht. Trans., ASCE, 123, 1071–1074.
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Copyright © 1994 American Society of Civil Engineers.
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Published online: Aug 1, 1994
Published in print: Aug 1994
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M. Maugeri, Member, ASCE
Prof., Faculty of Engineering, University of Catania, 95125 Catania, Italy
F. Castelli
Res., Faculty of Engineering, University of Catania, Catania, Italy
E. Motta
Lect., Faculty of Engineering, University of Catania, Catania, Italy
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