Shear Displacement Method of Grouted Pile

Jian Liang Ye; Shi Cai Chen; Liu Qing Bao

doi:10.4028/www.scientific.net/AMM.385-386.355

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 385-386Shear Displacement Method of Grouted Pile

Shear Displacement Method of Grouted Pile

Abstract:

Shear displacement method is used to predict the settlement of the grouted pile in this paper. An empirical relationship is used to determine the improvement of shear modulus for the soil around the grouted pile. A parameter is also proposed to represent the improvement of the shear modulus for the grouted soil at the pile tip. Shear displacement method is modified to consider the influence of grouting. The detailed calculation process of the method is described and determine of the parameter is also given in the paper.

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Periodical:

Applied Mechanics and Materials (Volumes 385-386)

Pages:

355-358

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.385-386.355

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Online since:

August 2013

Authors:

Jian Liang Ye, Shi Cai Chen, Liu Qing Bao

Keywords:

Grouted Pile, Settlement, Shear Displacement Method

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References

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