DISCUSSIONS AND CLOSURES
Oct 15, 2002
Discussion of “Response of Laterally Loaded Large-Diameter Bored Pile Groups” by Charles W. W. Ng, Limin Zhang, and Dora C. N. Nip
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VIEW THE REPLYAuthor: F. CastelliAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 11
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References
Brown, D. A., Reese, L. C., and O’Neill, M. W.(1987). “Cyclic lateral loading of a large-scale pile group.” J. Geotech. Eng., 113(11), 1326–1343.
Castelli, F., Maugeri, M., and Motta, E.(1995). “Nonlinear analysis of the deflection of a pile subjected to horizontal loads.” Riv. Ital. Geotec., XXIX(4), 289–303 (in Italian).
Castelli, F., and Maugeri, M. (1999). “Nonlinear soil effects in the design of pile group in pseudostatic conditions.” Proc. IX Nat. Conf. “L’Ingegneria Sismica in Italia,” Torino, September 20–23, 10 pp. (in Italian).
Rollins, K. M., Peterson, K. T., and Weaver, T. J.(1998). “Lateral load behavior of a full-scale pile group in clay.” J. Geotech. Geoenviron. Eng., 124(6), 468–478.
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Published online: Oct 15, 2002
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F. Castelli
Research of Soil Mechanics, Faculty of Eng., Univ. of Catania, Italy.
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