Three-Dimensional Numerical Modeling of Ground Deformation during Shield Tunneling Considering Principal Stress Rotation
| Author(s): |
Hang Ruan
(State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.)
Yuke Wang 
(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 au)
Yongshuai Wan (College of Water Conservancy Engineering, Zhengzhou Univ., Zhengzhou 450001, China.) Xiang Yu
(College of Water Conservancy Engineering, Zhengzhou Univ., Zhengzhou 450001, China)
Changnv Zeng (College of Civil Engineering and Architecture, Henan Univ. of Technology, Zhengzhou 450001, China.) Jinggan Shao (Henan Jiaoyuan Engineering Technology Co., Ltd, Zhengzhou 450001, China.) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Geomechanics, July 2021, n. 7, v. 21 |
| DOI: | 10.1061/(asce)gm.1943-5622.0002048 |
- About this
data sheet - Reference-ID
10606749 - Published on:
08/05/2021 - Last updated on:
08/05/2021
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