Research Article
Aug 1980
Seismic p ∼ y Responses of Flexible Piles
Publication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 8
Abstract
The finite element method was designed to solve soil-pile-structure interaction under seismic excitation by introducing solid beam elements to reproduce beam flexure and soil-pile interaction. Dynamic lateral load-deflection relationships were characterized by ratio of soil reaction per unit pile length to product of pile displacement relative to free-field motion and dynamic stress-strain properties of soil. Three heterogeneous soil profiles with equivalent linear approximation of nonlinear stress-strain behavior were used with this new finite element method to study the characteristics of dynamic lateral load-deflection relationships. Results were compared with those by other investigators and showed that the proposed method provided improved means of evaluating load-deflection relationships of piles. Results of this study were used to compute discrete soil-pile springs and dashpots for use in a beam-on-Winkler foundation model.
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Published In
Journal of the Geotechnical Engineering Division
Volume 106 • Issue 8 • August 1980
Pages: 899 - 918
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Aug 1980
Published online: Feb 11, 2021
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Authors
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Takaaki Kagawa, AM.ASCE
Sr. Geotechnical Engrg.; Special Projects Group, McClelland Engrgs., Inc., Houston, Tex
Leland M. Kraft Jr., M.ASCE
Manager., Special Projects Group, McClelland Engrgs., Inc., Houston, Tex
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.