Open Access
Numerical Analysis of Interaction Between Pile-Supported Pier and Bank Slope
TLDR
In this paper, two-and three-dimensional finite element analysis programs for pile-soil interaction are compiled and the construction sequence of a pile-supported pier is modeled, and the influence of the combination type of piles on the deformation of bank slope and pile behaviour is analyzed.Abstract:
Two- and three-dimensional finite element analysis programs for pile-soil interaction are compiled. Duncan-Chang's Model is used. The construction sequence of the pier is modeled. The pile-soil interface element is used. The influence of the combination type of piles on the deformation of bank slope and pile behaviour is analyzed. Different designs of a pile-supported pier are compared thoroughly. Calculation results show that the stresses and displacements of the pile are directly related to the distance from the bank slope and the direction of inclination. An inclined prop pile set in the rear platform would remarkably reduce the stresses of piles and the displacement of the pier.read more
Citations
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Proceedings ArticleDOI
Notice of Retraction FEM analysis of the corrosion residual bearing capacity of steel sheet piles link-banked structure of high-piled wharf
TL;DR: In this paper, the authors used the FEM software ANSYS for the analysis of the interaction of steel sheet pile and soil model in Tianjin Port 9~11 wharfs.
Journal ArticleDOI
Three-dimensional Numerical Analysis of Stress and Deformation of Soft Soil-pile group-pile Cap System under Coal Pile Load
TL;DR: In this paper, the authors study the stress and deformation characteristics of adjacent pile cap system under the action of coal pile load in soft soil site, taking a large coal storage field in Malaysia as the specific engineering background, based on the large finite element numerical computing platform ABAQUS.
Journal ArticleDOI
The Dynamic Response Analysis of Piled Wharf System under Seismic Excitation
TL;DR: In this paper, the authors studied the behavior of piled wharf system under seismic excitation by employing the Newmark's timeintegration algorithm and found that the extremum variation of horizontal acceleration and bending moment of the side pile displays a non-monotonic characteristic.
Journal ArticleDOI
Numerical Analysis of Passive Pile due to Excavation
TL;DR: In this article, an elasto-plastic total stress finite element computational model is established in two dimensional space to study pile response due to excavation-induced soil movement on the basis of the general-purpose finite element software ABAQUS.
Journal ArticleDOI
Study on the influence of bank slope soil deformation on wharf structure
Xiaoyu An,Fei Wang,Zuo Dianjun +2 more
TL;DR: In this paper, a three-dimensional mathematical model is established to simulate the deformation trend of a high piled wharf structure with bank slope soil under unbalanced load condition, and the results show that the pile cap plays a positive role in the stability of the wharf slope.
References
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Proceedings ArticleDOI
Notice of Retraction FEM analysis of the corrosion residual bearing capacity of steel sheet piles link-banked structure of high-piled wharf
TL;DR: In this paper, the authors used the FEM software ANSYS for the analysis of the interaction of steel sheet pile and soil model in Tianjin Port 9~11 wharfs.
Journal ArticleDOI
Three-dimensional Numerical Analysis of Stress and Deformation of Soft Soil-pile group-pile Cap System under Coal Pile Load
TL;DR: In this paper, the authors study the stress and deformation characteristics of adjacent pile cap system under the action of coal pile load in soft soil site, taking a large coal storage field in Malaysia as the specific engineering background, based on the large finite element numerical computing platform ABAQUS.
Journal ArticleDOI
The Dynamic Response Analysis of Piled Wharf System under Seismic Excitation
TL;DR: In this paper, the authors studied the behavior of piled wharf system under seismic excitation by employing the Newmark's timeintegration algorithm and found that the extremum variation of horizontal acceleration and bending moment of the side pile displays a non-monotonic characteristic.
Journal ArticleDOI
Numerical Analysis of Passive Pile due to Excavation
TL;DR: In this article, an elasto-plastic total stress finite element computational model is established in two dimensional space to study pile response due to excavation-induced soil movement on the basis of the general-purpose finite element software ABAQUS.
Journal ArticleDOI
Study on the influence of bank slope soil deformation on wharf structure
Xiaoyu An,Fei Wang,Zuo Dianjun +2 more
TL;DR: In this paper, a three-dimensional mathematical model is established to simulate the deformation trend of a high piled wharf structure with bank slope soil under unbalanced load condition, and the results show that the pile cap plays a positive role in the stability of the wharf slope.