Research Article
Apr 1982
Vertical Vibration of Pile Groups
Authors: Mohamed Sheta and Milos Novak, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 4
Abstract
An approximate theory for vertical vibration of pile groups is presented. The theory accounts for dynamic interaction of piles in a group, weakening of the soil around the pile due to high strain, soil layering and arbitrary tip conditions. The theory is used to study the effects of pile interaction on stiffness and damping of pile groups, distribution of internal forces in the piles and response of pile supported foundations to harmonic excitation. The theory indicates that dynamic group effects can considerably differ from static group effects particularly in that the group stiffness and damping can be not only reduced by pile-soil-pile interaction but also increased depending on frequency, pile spacing and the weakening of the soil around the piles. The effect of frequency is much stronger for pile groups than for single piles.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 4 • April 1982
Pages: 570 - 590
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Apr 1982
Published online: Feb 11, 2021
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Mohamed Sheta
Research Asst., Faculty of Engrg. Sci., Univ. of Western Ontario, London, Ontario, Canada
Milos Novak, M.ASCE
Prof., Faculty of Engrg. Sci., Univ. of Western Ontario, London, Ontario, Canada
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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.