Brief Report
Aug 1980
Model Study of Load Transfer in Slender Pile
Authors: Ravi P. Aurora, M.ASCE, Michael W. O'Neill, M.ASCE, and Edward H. PetersonAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 8
Abstract
This note describes an experimental study in which the phenomena influencing the development of patterns of skin friction in a very long, slender pile driven progressively deeper into two compacted clays were investigated. The study was accomplished through model tests in which the range of the pile-soil relative stiffness was representative of the range for many prototype friction piles. The state of effective stress along the piles was not simulated due to the restricted size of the model and lack of an apparatus to apply appropriate depthwise variable confining pressures.
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Published In
Journal of the Geotechnical Engineering Division
Volume 106 • Issue 8 • August 1980
Pages: 941 - 945
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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Ravi P. Aurora, M.ASCE
Advanced Sr. Engr., Marathon Oil Co., Houston, Tex
Michael W. O'Neill, M.ASCE
Sr. Foundation Engr., Raymond Technical Facilities, Inc., Houston, Tex
Edward H. Peterson
Assoc. Prof., Univ. of Houston, 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.