Load Settlement Relation for Axially Loaded Piles
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 6
Abstract
A numerical method to calculate the load-settlement of an axially loaded pile is presented. The method is based on an iterative scheme that tests the global equilibrium conditions and the load transfer (t-z) equations. The scheme is both accurate and computationally very economical.
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References
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Copyright © 1987 ASCE.
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Published online: Jun 1, 1987
Published in print: Jun 1987
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