Discussion of “Interaction between Laterally Loaded Pile and Surrounding Soil” by Hai Lin, Lusu Ni, Muhannad T. Suleiman, and Anne Raich
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 8
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References
Bierschwale, M. W., Coyle, H. M., and Bartoskewitz, R. E. (1981). “Drilled piers and caissons.” Proc., Session Sponsored by the Geotechnical Engineering Division at the ASCE National Convention, ASCE, New York, 98–113.
Broms, B. B. (1964). “Lateral resistance of piles in cohesionless soils.” J. Soil Mech. Found. Div., 90(3), 123–156.
Manoliu, I., Dimitriu, D.V., Radulescu, N., and Dobrescu, G. (1985). “Load-deformation characteristics of drilled piers.” Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, A.A. Balkema, Rotterdam, Netherlands, 1553–1558.
Mayne, P., and Kulhawy, F. (1991). “Load-displacement behavior of laterally loaded drilled shafts in clay.” Proc., 4th Int. DFI Conf. on Piling and Deep Foundations, Vol. 1, A.A. Balkema, Rotterdam, Netherlands, 409–413.
Wittke, W. (1973). “Discussion on deep foundations, including pile foundations (design and new methods of construction).” Proc., 8th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 4.2, U.S. SR National Society for Soil Mechanics and Foudation Engineering, Moscow, 85–87.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 8 • August 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jun 30, 2015
Accepted: Oct 1, 2015
Published online: May 4, 2016
Published in print: Aug 1, 2016
Discussion open until: Oct 4, 2016
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