Reinforcement Effectiveness Analysis of Road Pile-Plank Structure in Soft Soil Area

Han Chen; Si Hui Xu; Bing Qing Zhang

doi:10.4028/www.scientific.net/AMM.482.227

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 482Reinforcement Effectiveness Analysis of Road...

Reinforcement Effectiveness Analysis of Road Pile-Plank Structure in Soft Soil Area

Abstract:

Pile-plank structure is a new type of structure which is suitable for soft soil area, it has several advantages: higher strength and stiffness, better stability, lower investment, and simple to construction. It is used widely at home and abroad, but the theoretical research lagged behind the project application. This paper take an example of a new constructed road beneath the Yongtaiwen High-speed Railway in soft ground which is adopted pile-plank structure. Firstly, analyze the settlement of pile-plank structure by theoretical calculation and numerical simulation, the result of two methods basically the same. Secondly, analyze the deformation of existing railway bridge foundation by constructing the pile-plank structure. The study of this paper will provide a reference to the foundation treatment measures in soft soil area.

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Periodical:

Applied Mechanics and Materials (Volume 482)

Pages:

227-232

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.482.227

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Online since:

December 2013

Authors:

Han Chen, Si Hui Xu, Bing Qing Zhang

Keywords:

Beneath, Pile Foundation, Pile-Plank Structure, Road, Settlement Deformation

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References

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