Long-Term Deformation of Highway Subgrade under Coupling Effect of Traffic Load and Drying

Long-Term Deformation of Highway Subgrade under Coupling Effect of Traffic Load and Drying–Wetting Cycles

Published:2020-02 Issue:2 Volume:20 Page:04019168
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu Zheng¹,Fang Ran²,Chen Lihao³,She Jianbo²,Xian Shaohua²

Affiliation:

1. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, People’s Republic of China (corresponding author).

2. Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, People’s Republic of China; Univ. of Chinese Academy of Sciences, Beijing 100049, People’s Republic of China.

3. Master, School of Civil Engineering, Architecture, and Environment, Hubei Univ. of Technology, Wuhan 430068, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001568

Reference33 articles.

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3. Traffic-Load-Induced Permanent Deformation of Road on Soft Subsoil

4. Chen K. S. and R. H. Zhu. 2015. “Study of the deformation characteristics for red clay under drying-wetting cycles.” In Proc. 5th Int. Conf. on Civil Engineering and Transportation. Paris: Atlantis Press.

5. Accumulated Permanent Axial Strain of a Subgrade Fill under Cyclic High-Speed Railway Loading

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