TECHNICAL PAPERS
Mar 1, 2006

Interaction Diagram and Load Effects for Vertical Pile Groups with Application to the AASHTO LRFD

Publication: Journal of Structural Engineering
Volume 132, Issue 3

Abstract

In this paper, a procedure is proposed for calculating the interaction diagram of a vertical pile group subject to axial load and biaxial moments; equations are then applied to the AASHTO LRFD code. Several cases are presented, depending on the efficiency of the pile group, and it is shown that the interaction diagram can be a pentahedron, a hexahedron, an octahedron, a nonahedron, or a decahedron. It is shown how the use of convex analysis and computational geometry leads to a rational calculation of the load effects and of the relationship between load effects and an interaction diagram. When the design entails evaluating several design alternatives, the methods of computational geometry yield a fivefold to tenfold computational saving with respect to considering all load combinations. A simple numerical example shows the application of the proposed procedure in a typical design setting, and highlights the advantages of the proposed procedure.

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References

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 3March 2006
Pages: 460 - 470

History

Received: Apr 6, 2004
Accepted: Mar 22, 2005
Published online: Mar 1, 2006
Published in print: Mar 2006

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Notes

Note. Associate Editor: Shahram Sarkani

Authors

Affiliations

Fulvio Tonon, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, 1 University Station, CJ1792, Austin, TX 78712-0280 (corresponding author). E-mail: [email protected]

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