Microseismic monitoring and stability evaluation for the large scale underground caverns at the Houziyan hydropower station in Southwest China

Author:

Xu N.W.,Li T.B.,Dai F.,Li B.,Zhu Y.G.,Yang D.S.

Funder

National Program on Key Basic Research

National Natural Science Foundation of China

Program for New Century Excellent Talents in University

Youth Science and Technology Fund of Sichuan Province

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference49 articles.

1. Response and stability of underground structures in rock mass during earthquakes;Aydan;Rock Mech. Rock. Eng.,2010

2. Quantification of rock mass damage in underground excavations from microseismic event monitoring;Cai;Int. J. Rock Mech. Min. Sci.,2001

3. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations;Cai;Int. J. Rock Mech. Min. Sci.,2007

4. Design Report on Reinforcement Measures for Surrounding Rock Mass in Underground Group Caverns of Houziyan Hydropower Station Along Dadu River, Sichuan Province;Cheng,2014

5. Numerical assessment of the progressive rock fracture mechanism of cracked chevron notched Brazilian disc specimens;Dai;Rock Mech. Rock. Eng.,2014

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