Technical Papers
May 8, 2024

Investigation of Soil Arching Effect and Accumulative Deformation in Pile-Supported Embankments Subjected to Traffic Loading Using Numerical Modeling

Publication: International Journal of Geomechanics
Volume 24, Issue 7

Abstract

Pile-supported embankments, with advantages of high bearing capacity and effectiveness, have been widely used for constructing embankments on soft ground. The long-term load transfer and cumulative deformation mechanism caused by traffic loading are crucial to pile-supported embankment design and maintenance. A three-dimensional (3D) finite-element model of a pile-supported embankment to investigate its long-term load transfer and cumulative deformation mechanism under traffic loading is presented in this paper. The dynamic nonlinear behavior of the soft ground is considered by a simplified dynamic constitutive model that that has been effectively incorporated into the Abaqus program. In comparison with the results of published literatures, the applicability and accuracy of the proposed finite-element model are well verified at first. Then, the long-term load transfer and deformation mechanism are revealed by investing the soil arching and the cumulative deformation with a series of 3D numerical modeling. Furthermore, the influences of traffic loading type, speed of the vehicle, pile spacing, and total number of layers of grid on the long-term load transfer and deformation mechanism of the pile-supported embankment are investigated.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work is funded by the National Natural Science Foundation of China (Nos. 52008286, 52078336, 42277133) and the China Postdoctoral Science Foundation (2022M721000).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 24Issue 7July 2024

History

Received: Apr 9, 2023
Accepted: Jan 26, 2024
Published online: May 8, 2024
Published in print: Jul 1, 2024
Discussion open until: Oct 8, 2024

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Ruiqing Lang [email protected]
Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian Univ., Tianjin 300384, China. Email: [email protected]
School of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Liqiang Sun [email protected]
School of Civil Engineering, Tianjin Univ., Tianjin 300372, China. Email: [email protected]
Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian Univ., Tianjin 300384, China (corresponding author). Email: [email protected]
Shouzhong Feng [email protected]
College of Civil and Architecture Engineering, Chuzhou Univ., Chuzhou City, Anhui Province 239099, China. Email: [email protected]
Xinglei Cheng [email protected]
Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian Univ., Tianjin 300384, China. Email: [email protected]
School of Mechanical Engineering, Nanjing Univ. of Science and Technology, Nanjing City, Jiangsu Province 210094, China. Email: [email protected]

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