DISCUSSIONS AND CLOSURES
Jun 1999
Discussion and Closure: Piles Subjected to Lateral Soil Movements
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VIEW THE ORIGINAL ARTICLEAuthors: M. Maugeri, Member ASCE, F. Castelli, L. T. Chen, and H. G. Poulos, Fellow, ASCEAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 6
1090-0241(1999)125:6(539)/asset/a9e3bbca-65c5-4404-afbb-0f82c1d2797a/assets/(asce)1090-0241(1999)125:6(539).fp.png)
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References
1.
Elson, W. K. (1984). “Design of laterally loaded piles.” Rep. No., Ciria, London.
2.
Marchetti, S., Totani, G., Calabrese, M., and Monaco, P. (1991). “P-y curves from DMT data for piles driven in clay.” Proc., 4th Int. Conf. Deep Found. Inst. on Piling and Deep Found., Stresa Italy, 263–272.
3.
Maugeri, M., Castelli, F., and Motta, E. (1994). “Analysis of piles in sliding soil.” Proc., 3rd Int. Conf. on Deep Found. Practice, Incorporating PILETALK Int. '94, Singapore, 191–196.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125 • Issue 6 • June 1999
Pages: 539 - 541
Copyright
Copyright © 1999 American Society of Civil Engineers.
History
Published in print: Jun 1999
Published online: Sep 19, 2014
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Authors
Affiliations
M. Maugeri, Member ASCE
Prof., Facu. of Engrg., Univ. of Catania, Italy.
F. Castelli
PhD, Facu. of Engrg., Univ. of Catania, Italy.
L. T. Chen
Sr. Geotech. Engr., SMEC Australia Pty. Ltd, P.O. Box 1052, North Sydney, NSW 2060, Australia.
H. G. Poulos, Fellow, ASCE
Sr. Prin., Coffey Partners Int. Pty. Ltd, 142 Wicks Rd., North Ryde, NSW 2113, Australia.
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