Nonlinear mechanics problems in rock explosion and shock. Part III: The calculation principle of engineering seismic effects induced by underground nuclear explosion and its application

被引:0
|
作者
Wang M. [1 ,2 ]
Li J. [1 ,2 ]
机构
[1] School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing, 210094, Jiangsu
[2] State Key Laboratory of Explosion and Impact and Disaster Prevention and Mitigation, Army Engineering University of PLA, Nanjing, 210007, Jiangsu
基金
中国国家自然科学基金;
关键词
Block system; Engineering earthquake; Local irreversibility; Rock mechanics; Underground nuclear explosion;
D O I
10.13722/j.cnki.jrme.2018.1078
中图分类号
学科分类号
摘要
The measured data of the engineering seismic effects induced by underground nuclear explosion were systematically analyzed, and a consistent method for quantitatively representing deformation characteristics with a dimensionless characteristic energy factor was constructed by analyzing the energy radiation characteristics of deep buried nuclear explosion, shallow buried explosion and surface explosion. The threshold value and the gradation decline law of the irreversible deformation energy factor in the range of near area to middle/far area of the explosion were obtained. A theoretical method for calculating the local irreversible deformation of the engineering seismic effects at a certain ratio distance away from the center caused by the underground nuclear explosion was proposed for the first time, and the scientific reliability of the method was verified by the measured data. Based on the in-depth study of the influence of the explosion-activated rock block deformation on the surrounding rock stability of underground engineering, it was pointed out that the design of deep-ground protection engineering resisting large yield earth-penetrating weapons must pay attention to the engineering seismic effect, and its calculation method was given. © 2019, Science Press. All right reserved.
引用
收藏
页码:695 / 707
页数:12
相关论文
共 41 条
  • [1] Bergkvist N.O., Ferm R., Nuclear Explosions 1945-1998, pp. 14-15, (2000)
  • [2] Qian Q., Threat of nuclear missile faced in strategic protection works and inapplicability of continuum mechanical model, Protective Engineering, 26, 5, pp. 1-10, (2005)
  • [3] Qian Q., Wang M., Impact and Explosion Effects in Rock and Soil, pp. 127-134, (2010)
  • [4] Qian Q., Some advances in rock blasting dynamics, Chinese Journal of Rock Mechanics and Engineering, 28, 10, pp. 1945-1968, (2009)
  • [5] Kocharyan G.G., Spivak A.A., Movement of rock blocks during large-scale underground explosions. Part I: Experimental data, Journal of Mining Science, 37, 1, pp. 64-76, (2001)
  • [6] Kocharyan G.G., Spivak A.A., Budkov movement of rock blocks during large-scale underground explosion. Part II: Estimates by Analytical Models, Numerical Calculations, and Comparative Analysis of Theoretical and Experimental data, Journal of Mining Science, 37, 2, pp. 149-168, (2001)
  • [7] Hamilton R.M., Mckeown F.A., Healy J.H., Seismic activity and faulting associated with a large underground nuclear explosion, Science, 166, pp. 601-604, (1969)
  • [8] Glasstone S., Dolan P.J., The Effects of Nuclear Weapons, pp. 231-275, (1977)
  • [9] Dickey D.D., Mckeown F.A., Bucknam R.C., Preliminary results of ground deformation measurements near the Cannikin explosion, Bulletin of the Seismological Society of America, 62, 6, pp. 1505-1518, (1972)
  • [10] Kozyrev S.A., Lukichev S.V., Characteristic features of the seismic effect of massive blasting in highly stressed block masses, Journal of Mining Science, 31, 1, pp. 43-50, (1995)