Research Article
Nov 1967
Skin Friction for Steel Piles in Sand
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 6
Abstract
A relationship is presented between skin friction and soil shear strength as a function of pile movement for steel piles in sand. Consideration is given to the effect of void ratio, saturation, depth or lateral pressure, and movement. The results of a study of a field test on instrumented piles and laboratory tests on a small pile in saturated sand are used to obtain the desired relationship. The relationship is presented in the form of a curve which is obtained when the ratio of skin friction to soil shear strength is plotted versus pile movement. The developed curve is used to compute a theoretical load-settlement curve which, in turn, is compared with an actual field load-settlement curve.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 6 • November 1967
Pages: 261 - 278
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Nov 1967
Published online: Feb 12, 2021
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Authors
Affiliations
Harry M. Coyle, AM.ASCE
Asst. Prof. of Civil Engrg., Texas A&M Univ., College Station, Tex.
Ibrahim H. Sulaiman
Foundation Engr., Spencer J. Buchanan and Assocs., Bryan, 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.