Load‐Deformation Response of Axially Loaded Piles
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 12
Abstract
A new empirical scheme for simulating the nonlinear point resistance response of single piles in cohesionless soils is proposed. The pile‐soil system is idealized by using a one‐dimensional finite element technique. The shear resistance response along the pile shaft is found by using the concept of curve proposed by Kraft et al., whereas the new method is used to define the tip resistance response or the so‐called curve. A generalized Ramberg‐Osgood model is utilized to simulate the nonlinear and curves. To check the validity of the method, four examples involving field and laboratory tests on piles in sands are considered. The comparisons between the finite element predictions, and the laboratory and field observations, show good correlation. The results are relevant to a specific class of problems that involve submerged or dry sand, long piles, and a constant value of the lateral earth pressure coefficient.
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Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 113 • Issue 12 • December 1987
Pages: 1483 - 1500
Copyright
Copyright © 1987 ASCE.
History
Published online: Dec 1, 1987
Published in print: Dec 1987
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