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

Gui Hai Fu; Li Min Wei; Hui Zhou

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

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analysis of Single Pile Settlement in Layered...

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

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2688-2691

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2688

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Online since:

October 2011

Authors:

Gui Hai Fu, Li Min Wei, Hui Zhou

Keywords:

Layered Soils, Load Transfer, Settlement of Single Pile, Shear Displacement Method

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