Three-Dimensional Numerical Modeling of Ground Deformation during Shield Tunneling Considering Principal Stress Rotation-Reference-Cited by-同舟云学术

Three-Dimensional Numerical Modeling of Ground Deformation during Shield Tunneling Considering Principal Stress Rotation

Published:2021-07 Issue:7 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ruan Hang¹,Wang Yuke²^ORCID,Wan Yongshuai³,Yu Xiang⁴^ORCID,Zeng Changnv⁵,Shao Jinggan⁶

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; College of Water Conservancy Engineering, Zhengzhou Univ., Zhengzhou 450001, China (corresponding author). ORCID: .

3. College of Water Conservancy Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

4. College of Water Conservancy Engineering, Zhengzhou Univ., Zhengzhou 450001, China. ORCID: .

5. College of Civil Engineering and Architecture, Henan Univ. of Technology, Zhengzhou 450001, China.

6. Henan Jiaoyuan Engineering Technology Co., Ltd, Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002048

Reference35 articles.

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2. Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay

3. Model Test and Numerical Analysis Methods in Tunnel Excavation Problem

4. Shield tunnelling 3D numerical simulation on three case studies;Demagh R.;Malaysian J. Civ. Eng.,2014

5. Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground

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