Investigation of Soil Arching Effect and Accumulative Deformation in Pile-Supported Embankments Subjected to Traffic Loading Using Numerical Modeling-Reference-Cited by-同舟云学术

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

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lang Ruiqing¹,Ma Changhu²,Sun Liqiang³,Mu Kun⁴,Feng Shouzhong⁵,Cheng Xinglei¹,Zhou Long⁶

Affiliation:

1. Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian Univ., Tianjin 300384, China.

2. School of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

3. School of Civil Engineering, Tianjin Univ., Tianjin 300372, China.

4. Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian Univ., Tianjin 300384, China (corresponding author).

5. College of Civil and Architecture Engineering, Chuzhou Univ., Chuzhou City, Anhui Province 239099, China.

6. School of Mechanical Engineering, Nanjing Univ. of Science and Technology, Nanjing City, Jiangsu Province 210094, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9105

Reference39 articles.

1. Quantitative analysis of shallow unreinforced and reinforced piled embankments with different heights subject to cyclic loads: Experimental study

2. Review of existing design methods for geosynthetic-reinforced pile-supported embankments

3. Load recovery mechanism of arching within piled embankments using discrete element method and small scale tests

4. Geosynthetic-Reinforced Piled Embankments: Comparison of Numerical and Analytical Methods

5. Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction