Research Article
May 1981
Pile Cap-Pile Group-Soil Interaction
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VIEW THE REPLYAuthors: Chandrakant S. Desai, M.ASCE, Ahmad R. Alameddine, and Thangavelu KuppusamyAuthor Affiliations
Publication: Journal of the Structural Division
Volume 107, Issue 5
Abstract
A numerical procedure based on the finite element method is proposed for the analysis of structural systems composed of beam-column (pile), plate (cap) and nonlinear springs (soil). It integrates one-and two-dimensional idealizations for these components in order to obtain an approximation to the three-dimensional problem. It allows for soil-structure interaction effects as influenced by nonlinear soil behavior, loss of contact and tensile stress conditions. The predictions from the procedure show satisfactory comparison with results from other numerical procedures and laboratory observations. A parametric study is conducted to indentify the influence of relative stiffnesses on distribution of loads and displacements in the cap-pile-soil system. The procedure can permit computation of the histories of stresses, moments and displacements in the entire system.
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Published In
Journal of the Structural Division
Volume 107 • Issue 5 • May 1981
Pages: 817 - 834
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: May 1981
Published online: Feb 1, 2021
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Chandrakant S. Desai, M.ASCE
Prof., Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va. 24061
Ahmad R. Alameddine
Formerly Graduate Student; Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va. 24061
Thangavelu Kuppusamy
Asst. Prof., Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va 24061
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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.