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A Modified Shear Displacement Method for Calculating Settlement of Single Pile

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Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1804-1808

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.1804

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Online since:

May 2011

Authors:

Qian Qing Zhang, Zhong Miao Zhang

Keywords:

Modified Shear Displacement Method, Settlement, Single Pile

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

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