Analysis on Quasi-Static Pressure and Ground Motion Under Enclosure Space after Explosion

被引:0
|
作者
Song S.-Q. [1 ]
Cui Y.-X. [1 ]
Zhou Y. [1 ]
Li X.-M. [1 ]
Guo X. [1 ]
机构
[1] Institute of Northwest Nuclear Technology, Xi'an, 710024, Shaanxi
来源
| 2018年 / Beijing Institute of Technology卷 / 38期
关键词
Blasting; Explosion mechanics; Quasi-static pressure; Velocity;
D O I
10.15918/j.tbit1001-0645.2018.s2.022
中图分类号
学科分类号
摘要
The parameters of quasi-static pressure and ground motion velocity are important references to ensure the safety of explosion operation in closed space. The analysis on time-frequency domain characteristics of the measured ground motion velocity data and quasi-static pressure data is carried out. The results show that the particle velocity time-history curves and frequency-domain curves are consistent under different proportions of explosive charge. With the increase of detonation center distance, the particle velocity amplitude decreases, and the main frequency band approaches the low frequency band. The proportional charge only affects the amplitude of ground velocity, and it has little effect on the frequency-domain distribution and the main frequency. The quasi-static pressure peak value and attenuation velocity are affected by different mass of sand wall. The smaller the mass of sand wall, the larger the quasi-static pressure peak value after blasting, and the faster the attenuation. © 2018, Editorial Department of Transaction of Beijing Institute of Technology. All right reserved.
引用
收藏
页码:90 / 94
页数:4
相关论文
共 6 条
  • [1] Yan P., Predicting the damage zone of rock slopes under blasting excavation based on vibration monitoring, Chinese Journal of Rock Mechanics and Engineering, 35, 3, pp. 538-548, (2016)
  • [2] Li H., Influential factors analysis of blasting vibration attenuation law, Engineering Journal of Wuhan University, 38, 1, pp. 79-82, (2005)
  • [3] Cui Y., Study on deformation and failure law of concrete reinforce steel cylinder under internal blasting, Proceedings of the 12th Annual Conference of Explosion and Safety Technology, China Institute of Ordnance Technology, pp. 30-38, (2016)
  • [4] Sun B., Study on numerical calculation and application of blasting of tunnel excavation, Proceedings of the 12th annual conference of explosion and safety technology, China institute of ordnance technology, pp. 30-38, (2016)
  • [5] Cao X., Research of blasting vibration signal analysis and application by HHT transform, Proceedings of the 12th Annual Conference of Explosion and Safety Technology, pp. 1-8, (2016)
  • [6] Sun C., Experimental research on several typical blasting vibration-controlling technologies, Transactions of Beijing Institute of technology, 38, 4, pp. 359-370, (2018)