Analysis of Single Pile Settlement in Layered Soils Based on Shear Displacement Method

Abstract:

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Based on the theory of shear displacement method, the transfer matrix of pile in layered soils was deduced, so the analytical theory of settlement of single pile in layered soils is established, which can take into account the nonlinear influence of soils, and with which settlement, distribution of axial force, displacement and skin resistance of single pile along the depth in layered soils can be easily attained. By contrast with the practically measure data, it can be seen that the method proposed in this paper is simply and comparatively accurate in calculating the pile settlement under working load.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

2688-2691

DOI:

10.4028/www.scientific.net/AMR.368-373.2688

Citation:

G. H. Fu et al., "Analysis of Single Pile Settlement in Layered Soils Based on Shear Displacement Method", Advanced Materials Research, Vols. 368-373, pp. 2688-2691, 2012

Online since:

October 2011

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Price:

$35.00

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