Deformation Characteristics and Mechanism of Side Walls of Wudongde Hydropower Station

Author:

Weiyong LuORCID,Changchun He

Funder

Fundamental Research Program of Shanxi Province

Jiangxi Provincial Natural Science Foundation

Scientific and Technological Innovation Programs of Higher Education Institutions in Shanxi

State Key Laboratory Cultivation Base for Gas Geology and Gas Control

Jiangxi Key Laboratory of Bridge Structures, Jiangxi Transportation Institute

Luliang Platform base construction project

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference28 articles.

1. Ang L, Feng D, Nuwen X et al (2017) Failure mechanism and mode of surrounding rock of underground powerhouse at the right bank of Wudongde hydropower station subjected to excavation. Chin J Rock Mech Eng 36(04):781–793

2. Biao L, Nuwen X, Feng D et al (2017) Microseismic monitoring and large deformation forecasting research during excavation of underground powerhouse at Wudongde hydropower station. Chin J Rock Mech Eng 36(S2):4102–4112

3. Changgen Y, Tong L, Faquan W (2008) Deformation and stablity analysis of large-scale underground cavity group under complicated geological conditions. J Eng Geol 16(01):84–88

4. Chonglin J, Jilin F (2017) Deformation and treatment of the underground powerhouse at the right bank of Wudongde hydropower station subjected to excavation. China Water Resour S1:96–99

5. Cunhui Z, Huibo L, Lingli Z (2015) Special report on stability evaluation and support design optimization of underground powerhouse group surrounding rock of Wuddong hydropower station on Jinsha River. Wuhan Changjiang Surv Plan Des Res Inst

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