Research Article
Apr 1982
Seismic Response of End-Bearing Piles
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 4
Abstract
A very simple analysis of dynamic soil-pile-supported mass interaction is presented as an aid to understanding pile foundations behaviour during earthquakes. The equilibrium equations of the soil and pile movements during seismic motions are established and the response of the soil-pile system is obtained as a function of the existing frequency; for simplicity the analysis was based on Winkler's model although the same procedure can be applied using a more refined model. The effect of the supported mass is studied, the natural frequency of the system is obtained, and some practical design considerations are presented. A method for considering group effects is also presented.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 4 • April 1982
Pages: 554 - 569
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Apr 1982
Published online: Feb 11, 2021
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Raul Flores-Berrones, AM.ASCE
Prof., School of Engrg., National Univ. of Mexico, Mexico 20, D.F., Mexico
Robert V. Whitman, F.ASCE
Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass
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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.