Numerical simulation of large deformation of piles in sand during cyclic penetration

HUANG Zhongyuan; YANG Zhongxuan; GUO Ning

doi:10.11779/CJGE20211503

Volume 45 Issue 2

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Chinese Journal of Geotechnical Engineering > 2023 > 45(2): 411-418. > DOI: 10.11779/CJGE20211503

HUANG Zhongyuan, YANG Zhongxuan, GUO Ning. Numerical simulation of large deformation of piles in sand during cyclic penetration[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(2): 411-418. DOI: 10.11779/CJGE20211503

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Numerical simulation of large deformation of piles in sand during cyclic penetration

HUANG Zhongyuan^{1, 2,},
YANG Zhongxuan^{1, 2, ,},
GUO Ning^{1, 2}

1.
Computing Center for Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
2.
Engineering Research Center of Urban Underground Space Development of Zhejiang Province, Hangzhou 310058, China

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Received Date: December 19, 2021
Available Online: February 23, 2023

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Abstract

Abstract

It is extremely important to understand the stress conditions around the pile shaft during pile installation for accurately predicting its bearing capacity. The large-deformation arbitrary Lagrangian-Eulerian (ALE) finite element method in ABAQUS with the state-dependent Mohr-Coulomb sand model is employed to simulate the highly instrumented calibration chamber tests. The stress regimes developed at different penetration stages are obtained with a focus placed on the radial stress. The h/R effects of the stress in the surrounding soil are validated, along with the stress distribution varying with the relative distance with respective to the pile tip and pile centerline. The numerical simulation results are in good agreement with the experimental ones, indicating the robustness of the numerical model. The stress distribution obtained from the numerical analysis fills the blank of the stress data near pile shaft in experiments and is considered to be useful for improving the design methods for driven piles.
- sand,
- driven pile,
- numerical simulation,
- cyclic penetration,
- stress field,
- large deformation

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Numerical simulation of large deformation of piles in sand during cyclic penetration

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