Effect of Particle Shape on Soil Arching in the Pile-Supported Embankment by 3D Discrete-Element Method Simulation-Reference-Cited by-同舟云学术

Effect of Particle Shape on Soil Arching in the Pile-Supported Embankment by 3D Discrete-Element Method Simulation

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Qi-Wei¹^ORCID,Chen Ren-Peng²,Wang Han-Lin³^ORCID,Yin Zhen-Yu⁴,Wu Huai-Na²

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., Changsha 410082, China; National Center for International Research Collaboration in Building Safety and Environment, Hunan Univ., Changsha 410082, China; College of Civil Engineering, Hunan Univ., Changsha 410082, China. ORCID: .

2. Professor, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., Changsha 410082, China; National Center for International Research Collaboration in Building Safety and Environment, Hunan Univ., Changsha 410082, China; College of Civil Engineering, Hunan Univ., Changsha 410082, China.

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author). ORCID: .

4. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002313

Reference50 articles.

1. Particle-scale insight into soil arching under trapdoor condition

2. Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading

3. A 3D-DEM investigation of the mechanism of arching within geosynthetic-reinforced piled embankment

4. Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry

5. Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Deformation characteristics and stability analysis of lean clay under cyclic loading;Transportation Geotechnics;2024-07

2. Upward soil arching effect under unloading: mechanism, theory and engineering application;Transportation Geotechnics;2024-07

3. Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations;International Journal for Numerical and Analytical Methods in Geomechanics;2024-06-19

4. Particle Flow Simulation Study of Damage Evolution in Expansive Slurry–Fractured Rock Mass Composites under Direct Shear Conditions;International Journal of Geomechanics;2024-06

5. Multi-Scale Research on the Mechanisms of Soil Arching Development and Degradation in Granular Materials with Different Relative Density;Fractal and Fractional;2024-04-24