A Modified Shear Displacement Method for Calculating Settlement of Single Pile

Abstract:

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A modified shear displacement method is presented to analyze the load-settlement response of a single pile in homogenous soil using two models. One model adopts a hyperbolic model to simulate the stress-strain relationship of soil under shear stress before failure occurs, and the other model uses a non-linear stress-strain relationship to evaluate the load-displacement behavior of the soil beneath the pile base. Comparisons of the load-settlement responses between the present modified model and the model suggested by Randolph and Wroth are given to demonstrate the effectiveness and accuracy of the proposed modified method.

Info:

Periodical:

Advanced Materials Research (Volumes 261-263)

Edited by:

Jingying Zhao

Pages:

1804-1808

DOI:

10.4028/www.scientific.net/AMR.261-263.1804

Citation:

Q. Q. Zhang and Z. M. Zhang, "A Modified Shear Displacement Method for Calculating Settlement of Single Pile", Advanced Materials Research, Vols. 261-263, pp. 1804-1808, 2011

Online since:

May 2011

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Price:

$35.00

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