Research Article
Sep 1981
Laterally Loaded Pile Design
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 9
Abstract
A beam-bar finite element formulation of a laterally loaded pile problem is developed. The approach taken utilizes the beam on elastic foundation coefficient of subgrade reaction method. The three loading conditions of a lateral load or applied moment on a free-end pile and a lateral load applied to a fixed-end pile are analyzed for a range of soil strength variations with depth. Curves are developed which present the maximum values as a function of the soil-structure stiffness ratio. A design procedure with an example is given to show the use of these curves in the design of any laterally loaded pile system.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 9 • September 1981
Pages: 1179 - 1199
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Sep 1981
Published online: Feb 11, 2021
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Authors
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Robert L. Sogge, M.ASCE
Principal Consulting Geotechnical Engineer, Desert Earth Engineering, 524 N. 6th Ave., Tucson, Ariz. 85705
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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.