Tempo-spatial characteristics and influential factors of rockburst: a case study of transportation and drainage tunnels in Jinping II hydropower station

被引:16
|
作者
Liu, Lipeng [1 ,2 ]
Wang, Xiaogang [1 ]
Zhang, Yizhong [3 ]
Jia, Zhixin [1 ]
Duan, Qingwei [1 ]
机构
[1] China Inst Water Resources & Hydropower Res, Dept Geotechn Engn, Beijing 100048, Peoples R China
[2] China Univ Geosci, Sch Engn & Technol, Beijing 100083, Peoples R China
[3] Beijing Vibroflotat Engn Co Ltd, Beijing 100102, Peoples R China
基金
中国国家自然科学基金;
关键词
Jinping II hydropower station; rockburst; developing pattern; influential factor;
D O I
10.3724/SP.J.1235.2011.00179
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Jinping II hydropower station is located in a high in-situ stress region in Southwest China. During the excavations of the transportation and drainage tunnels, more than 460 rockburst events were recorded in the transportation tunnel and 110 in the drainage tunnel, which has a serious and negative influence on the tunnels' construction and the safety of staff and equipment. In the paper, the characters of rockburst patterns are analyzed for the transportation and drainage tunnels. The results are illustrated as follow: (1) Most of intensive rockbursts occur in the layer T-2b, and continuous occurrences of rockbursts are more frequently observed than those in other layers. (2) The critical overburden depth of rockburst in the transportation tunnel is 600 m, and the length of the continuous occurrence section of rockburst is smaller than 25 m. The damaged depth of the rockburst has the tendency to increase with the increasing overburden depth, and the maximum damaged depth is over 3.5 m. (3) From east to west (west to east) in Jinping II hydropower station, the rockburst usually takes place in the right (left) side of tunnel working face, and then the left (right) or roof of the tunnel. The total length of the continuous occurrence section of rockburst is 57.4%-62.2% of the overall rockburst length, followed by the rockbursts of flake-splitting type and other types. (4) Compared with the transportation tunnel, the intensity of rockburst in the drainage tunnel is higher while the length of the continuous occurrence section of rockburst is smaller. The rockburst section with length less than 10 m and depth of 1 m mainly occurs in the layer at a depth of 1 800-2000 m. The influences of opening geometry and excavation method on the characteristics of the adjacent zone are great, but the influence of the stress among the tunnel group induced by excavation is relatively low.
引用
收藏
页码:179 / 185
页数:7
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