Brief Report
Sep 1982
Laterally Loaded Piles in a Two-Layer Soil System
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 9
Abstract
Typical results for pile head displacement and maximum moment in nondimensional terms, for a laterally loaded free-head pile embedded in a two-layer soil system, using elastic approach, is presented. It is concluded that pile flexibility factor, thickness of surface layer, and elastic properties of the layers govern the lateral response of a pile. Depth of surface layer controlling the behavior of a pile depends significantly on pile flexibility factor and stiffness of the surface layer. Reductions in pile head displacement for flexible pile and maximum moment for relatively stiff pile, which are beneficial in practice, are greatly achieved by a stiff surface layer extending one-tenth the length of a pile. An illustrative example is solved to show the applicability of the results.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 9 • September 1982
Pages: 1177 - 1181
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© 1982 American Society of Civil Engineers.
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Published in print: Sep 1982
Published online: Feb 11, 2021
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Prabhakar J. Pise
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., Kharagpur, India
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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.