Influence of tunnel excavation on the magnitude and rotation angle of principal stress in surrounding rock
Chenwei Yuan
School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215009, China
Jingjing Lu
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
Yue Jiang
School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215009, China
Jiancheng Xiao
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
Shi Chen
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
Jian Cui
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
Ziyuan Qi
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
https://www.nature.com/articles/s41598-024-76030-8
cover tunnel photo by: Matt Brown from London, England / CC BY
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https://www.nature.com/articles/s41598-024-76030-8
Influence of tunnel excavation on the magnitude and rotation angle of principal stress in surrounding rock
www.nature.comThe stress disturbances induced by deep tunnel excavation are a key factor leading to the instability and failure of surrounding rock. To investigate the stress evolution in surrounding rock, this study utilizes a physical simulation system for deep...