Dynamic Response of Vertically Loaded Nonlinear Pile Foundations
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 2
Abstract
Nonlinear conditions are implemented in the time domain formulation for the dynamic response of pile foundations previously developed by the writers. Both single and group piles subjected to vertical dynamic load are considered. In the present study, the nonlinear effects in the vertical response are assumed to result from slippage of the pile from the soil. In order to demonstrate the capability of the present formulations and to see the effects of nonlinearity on the dynamic response of pile foundations, pile foundation responses are computed for both harmonic and transient load. Various interesting observations are made based upon the computed results.
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References
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Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 113 • Issue 2 • February 1987
Pages: 147 - 160
Copyright
Copyright © 1987 ASCE.
History
Published online: Feb 1, 1987
Published in print: Feb 1987
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