Analysis of Ground Movement in Pile Driving Based on Stochastic Medium Theory

Fei Meng; Jia Sheng Zhang; Hui Ying Liu

doi:10.4028/www.scientific.net/AMM.438-439.1404

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Analysis of Ground Movement in Pile Driving Based...

Analysis of Ground Movement in Pile Driving Based on Stochastic Medium Theory

Abstract:

In order to calculate the ground movement induced by displacement piles driven into horizontal layered soil, it is simplified to an axisymmetric problem. Then the vertical and horizontal ground movement functions were deduced based on stochastic medium theory. The vertical ground movement is a normal distribution function, while the horizontal ground movement is an exponential function. Utilizing field measured data, parameters of these functions can be obtained by back analysis. The example indicates that the stochastic medium theory is suitable for calculating the ground movement in pile driving, and there is no need to consider the constitutive model of soil or contact model of pile-soil interface in calculation. This method is fairly applicable in practice, and can provide a reference for related research.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

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1404-1408

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1404

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Online since:

October 2013

Authors:

Fei Meng, Jia Sheng Zhang, Hui Ying Liu

Keywords:

Compaction Effect, Displacement Pile, Ground Movement, Stochastic Medium Theory

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