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Paper XI.2

Interaction Effects in Laterally Loaded Pile Groups

B.M. Lehane and B.A. McCabe

Department of Civil Engineering, Trinity College, Dublin, Ireland

doi:10.4203/ccp.56.11.2

B.M. Lehane, B.A. McCabe, "Interaction Effects in Laterally Loaded Pile Groups", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 393-399, 1998. doi:10.4203/ccp.56.11.2

Abstract

This paper examines soil structure interaction effects in pile groups subjected to lateral load A three dimensional elastic approach for laterally loaded pile groups is developed and used as a means of investigating the effectiveness of two dimensional plane stress and plane strain finite element approximations for this case. This comparison is subsequently used to assess the influence of soil stiffness non-linearity and soil strength on the pile spacing dependence of a group's lateral stiffness.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 56 ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping Paper XI.2 Interaction Effects in Laterally Loaded Pile Groups B.M. Lehane and B.A. McCabe Department of Civil Engineering, Trinity College, Dublin, Ireland doi:10.4203/ccp.56.11.2 purchase the full-text of this paper Full Bibliographic Reference for this paper B.M. Lehane, B.A. McCabe, "Interaction Effects in Laterally Loaded Pile Groups", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 393-399, 1998. doi:10.4203/ccp.56.11.2 Abstract This paper examines soil structure interaction effects in pile groups subjected to lateral load A three dimensional elastic approach for laterally loaded pile groups is developed and used as a means of investigating the effectiveness of two dimensional plane stress and plane strain finite element approximations for this case. This comparison is subsequently used to assess the influence of soil stiffness non-linearity and soil strength on the pile spacing dependence of a group's lateral stiffness. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £95 +P&P)
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