DISCUSSIONS AND CLOSURES
May 1, 1999
Discussion of “Analysis of Piles Subjected to Embankment Induced Lateral Soil Movements” by A. T. C. Goh, C. I. Teh, and K. S. Wong
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VIEW THE REPLYAuthor: D. P. StewartAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 5
1090-0241(1999)125:5(425)/asset/4fc53092-e46d-4cf0-b8ea-c907295b9125/assets/(asce)1090-0241(1999)125:5(425).fp.png)
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References
1.
Matlock, H. (1970). “Correlations for design of laterally loaded piles in soft clay.” Proc., Offshore Technol. Conf.
2.
Poulos, H. G. (1971). “Difficulties in prediction of horizontal deformations of foundations.”J. Soil Mech. and Found. Engrg., ASCE, 98(8), 843–848.
3.
Poulos, H. G. (1994). “Analysis and design of piles through embankments.” Proc., Int. Conf. on Des. and Constr. of Deep Found., Vol. 3, Federal Highway Administration, Washington, D.C., 1403–1421.
4.
Tavenas, F., Mieussens, C., and Bourges, F. (1979). “Lateral displacements in clay foundations under embankments.” Can. Geotech. J., Ottawa, 16(3), 532–550.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125 • Issue 5 • May 1999
Pages: 425 - 426
History
Published online: May 1, 1999
Published in print: May 1999
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D. P. Stewart
Lect., Dept. of Civ. Engrg., Univ. of Western Australia, Nedlands, WA 6907, Australia.
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