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China Tunnel Technology: Deformation and failure characteristics of a deeply buried tunnel subjected to creep slip fault movement: based on the engineering conditions of Yunnan water intake project
Deformation and failure characteristics of a deeply buried tunnel subjected to creep slip fault movement: based on the engineering conditions of Yunnan water intake project
Xiaoyan Liu,
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
Huaneng Lancang River Hydropower INC, Kunming, 650000, China
Chuanqing Zhang,
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
University of Chinese Academy of Sciences, Beijing, 100049, China
Haibin Xiao,
Huaneng Lancang River Hydropower INC, Kunming, 650000, China
Hui Zhou
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
University of Chinese Academy of Sciences, Beijing, 100049, China
Fudong Chi
Huaneng Lancang River Hydropower INC, Kunming, 650000, China
Bulletin of Engineering Geology and the Environment volume 81, Article number: 322 (2022)
https://link.springer.com/article/10.1007/s10064-022-02799-5
cover tunnel photo by: Matt Brown from London, England / CC BY
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https://link.springer.com/article/10.1007/s10064-022-02799-5
Deformation and failure characteristics of a deeply buried tunnel subjected to creep slip fault movement: based on the engineering conditions of Yunnan water intake project
link.springer.comBulletin of Engineering Geology and the Environment - Deformation in a rock mass in deeply buried fault zones induced by active fault slip significantly affects the operational safety of long...