Closure to “Interaction between Laterally Loaded Pile and Surrounding Soil” by Hai Lin, Lusu Ni, Muhannad T. Suleiman, and Anne Raich
Authors: Hai Lin, S.M.ASCE [email protected], Lusu Ni, S.M.ASCE [email protected], Muhannad T. Suleiman, A.M.ASCE [email protected], and Anne Raich, A.M.ASCE [email protected]Author Affiliations
Publication: 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). “Lateral load tests on drilled shafts founded in clay.” Drilled piers and caissons, 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, AA 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, Deep Foundation Institute, Sparta, NJ, 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, AA Balkema, Rotterdam, Netherlands, 85–87.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 8 • August 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Nov 18, 2015
Accepted: Feb 1, 2016
Published online: May 4, 2016
Published in print: Aug 1, 2016
Discussion open until: Oct 4, 2016
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Authors
Affiliations
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., 326 STEPs Building, 1 W Packer Ave., Bethlehem, PA 18015. E-mail: [email protected]
Geotechnical Associate, Michael Baker International, 300 American Metro Blvd., Hamilton Township, NJ 08619; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. E-mail: [email protected]; [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 326 STEPs Building, 1 W Packer Ave., Bethlehem, PA 18015 (corresponding author). E-mail: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Lafayette College, 322 Acopian Engineering Center, Easton, PA 18042. E-mail: [email protected]
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