Rockburst risk analysis based on microseismic monitoring in deep-buried tunnel with TBM excavation

被引:0
|
作者
Feng, G. L. [1 ]
Feng, X. T. [1 ]
Zhao, Z. N. [2 ]
Chen, B. R. [1 ]
Xiao, Y. X. [1 ]
Liu, G. F. [1 ]
机构
[1] Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan, Hubei, Peoples R China
[2] Northeastern Univ, Sch Resource & Civil Engn, Shenyang, Peoples R China
来源
ROCK CHARACTERISATION, MODELLING AND ENGINEERING DESIGN METHODS | 2013年
关键词
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Tunnel boring machine (TBM) should face high rockburst risk directly in deep-buried tunnel in hard rock. Real-time microseismic monitoring on rockburst risk analysis is carried out during TBM construction in the #3 diversion tunnel of Jinping II Hydropower Station. The correlation between rockburst and microseismic activity is researched. The results show that: (1) The spatial distribution of rockburst and microseismic activity has a good correlation with each other that both are characterized with regional concentration and all moderate and strong rockburst occurred in areas of concentrated microseismic activity. (2) It is better to analyze rockburst risk based on multiple seismic parameters. (3) Comprehensive parameter seismic Schmidt number can be well used for rockburst risk analysis in deep-buried tunnel with TBM excavation. Therefore, microseismic activity spatial distribution, multiple seismic parameters and seismic Schmidt number can be used together for rockburst risk analysis in deep-buried tunnel with TBM excavation.
引用
收藏
页码:793 / 798
页数:6
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