An energy criterion in process of rockburst

被引:0
作者
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan [1 ]
Hubei
430071, China
机构
[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, 430071, Hubei
来源
Yanshilixue Yu Gongcheng Xuebao | / 2706-2714期
关键词
Dynamic calculation; Energy criterion; Process of rockburst; Rock mechanics; Rockburst;
D O I
10.13722/j.cnki.jrme.2013.1862
中图分类号
学科分类号
摘要
Rockburst is one kind of dynamic geological disasters, which seriously threatens the safety of design and construction in deep underground engineering. However, the traditional methods for predicting rockburst can only give a qualitative assessment of rockburst proneness based on the results of static quantitative calculation. It can not reasonably reflect the occurrence process of rockburst. In order to have more accurate projections for rockburst, based on the test and theoretical analysis, an intensive study on the mechanism of rockburst is carried out thereby. In essence, the study indicates that the mechanism of rockburst should be studied based on the dynamic propagation of the crack in rock mass. Then, a definition of rockburst is given from the perspective of the dynamic propagation of the crack. Finally, based on the above, a new energy criterion of rockburst-unit time relative local energy release index(URLERI) is put forward. And it is used for numerical simulation of the rockburst case for Jinping II hydropower station. The results show that there's a general agreement between simulating results and practical. And it shows that the energy criterion of rockburst is quite reasonable. The research results offered by this paper, no matter in evaluating, forecasting and preventing of the rockburst disaster in deep underground engineering, have its own significance in theory and in application. ©, 2015, Academia Sinica. All right reserved.
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页码:2706 / 2714
页数:8
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  • [1] Barton N., Lien R., Lunde J., Engineering classification of rock masses for the design of tunnel support, Rock Mechanics, 6, 1, pp. 189-236, (1974)
  • [2] Salamon M.D.G., Stability, instability and design of pillar workings, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 7, 6, pp. 613-631, (1970)
  • [3] Cook N.G.W., Hoek E., Pretorius J.P.G., Et al., Rock mechanics applied to the study of rockbursts, SAIMM, 66, 10, pp. 436-528, (1966)
  • [4] Kidybinski A., Bursting liability indices of coal, International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 18, 6, pp. 295-304, (1981)
  • [5] Zhang M., The instability theory and numerical simulation of rock burst, Chinese Journal of Rock Mechanics and Engineering, 6, 3, pp. 197-204, (1987)
  • [6] Pan Y., Zhang M., Li G., The study of chamber rockburst by the CUSP model of catastrophe theory, Applied Mathematics and Mechanics, 15, 10, pp. 893-900, (1994)
  • [7] Xie H., Pariseau W.G., Fractal characteristics and mechanism of rocks, Chinese Journal of Rock Mechanics and Engineering, 12, 1, pp. 28-37, (1993)
  • [8] Zhou R., Regularity of rock bursts and its analysis based on fracture mechanics, Chinese Journal of Geotechnical Engineering, 17, 6, pp. 111-117, (1995)
  • [9] Wang Q., Zhu Z., Zhu J., Et al., Numerical simulation of a rock burst in long and wide diversion tunnel, Journal of Hohai University: Natural Science, 36, 3, pp. 363-366, (2008)
  • [10] Wang Y., Chen L., Shen F., Numerical modeling of energy release in rockburst, Rock and Soil Mechanics, 29, 3, pp. 790-794, (2008)