Evaluation of Permanent Settlement in Hangzhou Qingchun Road Crossing-River Tunnel under Traffic Loading-Reference-Cited by-同舟云学术

Evaluation of Permanent Settlement in Hangzhou Qingchun Road Crossing-River Tunnel under Traffic Loading

Published:2019-02 Issue:2 Volume:19 Page:06018037
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xu Changjie¹,Chen Qizhi²,Luo Wenjun³,Liang Luju²

Affiliation:

1. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China; formerly, Professor, School of Civil Engineering and Architecture Dept., East China Jiaotong Univ., Nanchang 330013, China.

2. Ph.D. Student, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. School of Civil Engineering and Architecture Dept., East China Jiaotong Univ., Nanchang 330013, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001338

Reference33 articles.

1. Permanent deformation characteristics of saturated sand under cyclic loading

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

3. Chan F. and S. Brown. 1994. “Significance of principal stress rotation in pavements.” In Vol. 4 of Proc. Int. Conf. on Soil Mechanics and Foundation Engineering 1823–1826. New Delhi: ICSMFE.

4. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

5. China P. 2004. Chinese Specifications for Design of Highway Tunnels (JTG D70-2004). Beijing: China Communication Press.

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