Mechanism of evolution of stress–structure controlled collapse of surrounding rock in caverns: A case study from the Baihetan hydropower station in China

Author:

Xiao Ya-Xun,Feng Xia-Ting,Feng Guang-Liang,Liu Hua-Ji,Jiang Quan,Qiu Shi-Li

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference26 articles.

1. Collapse of shallow unlined tunnels in dense sand;Atkinson;Tunn. Tunn.,1975

2. Centrifugal model tests on shallow tunnels in sand;Atkinson;Tunn. Tunn.,1977

3. The partition of radiated energy between P and S waves;Boatwright;Bull. Seismol. Soc. Am.,1984

4. Determining rock mass deformability: experience from case histories;Bieniawski;Int. J. Rock Mech. Min. Sci. Geomech. J.,1978

5. A tensile model for the interpretation of microseismic events near underground openings;Cai;Pure Appl. Geophys.,1998

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