The Blasting Test with Precise Delayed Time Interval and Wavelet Pocket Analysis for Vibration Signals’ Energy

Article Preview

Abstract:

As a physical carrier, blasting vibration signal includes much information about blasting method, explosive charge structure and propagation medium. Based on the indoor concrete slope test with millisecond blasting and wavelet pocket analysis technology, the blasting seismic signal was analyzed in the features of energy distribution in order to control the blasting vibration hazard better. The attenuation law of the energy and the peak vibration velocity (PPV) with distance decreased were researched. The effects of delayed time interval on PPV and energy are investigated, and the paper have analyzed the weakening degree of energy and PPV of vibration signals when damping ditch exists, so was its effect on the distribution of energy. The conclusions show that: the impact is great about delayed time interval on the total energy of signals in millisecond blasting; the damping ditch made the predominant frequency for energy concentrate on the low frequency band, damping effect of the damping ditch reduced with the delay time interval increasing. When the propagation distance increased, the attenuation trend of the PPV and total energy slowed down gradually near blasting area. The PPV and energy are not necessarily meanwhile the maximum; the energy of the vibration signal is not only determined by the PPV.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

198-204

Citation:

Online since:

August 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] DaChao Lin, HuiJi Shi, ChunHua Bai. Time-frequency characteristic analysis of blasting vibration based on wavelet transform[J]. Journal of rock mechanics and Engineering, 2004, 23(1): 101-106. (in Chinese).

Google Scholar

[2] XueLiang Zhang, ShuTang Huang. The blasting seismic effect[M]. Beijing: Seismological Press, 1981: 1-211. (in Chinese).

Google Scholar

[3] GuoYuan Xu, GuoSheng Zhong, ZhengMing Xiong. Study and application of energy analysis method for blasting seismic safety based on wavelet transform [J]. Journal of geotechnical engineering, 2006, 28(1): 24-27. (in Chinese).

Google Scholar

[4] MingSheng Zhao, KaiShui Liang, DeYun Yu, et al. Effect of segments on time frequency characteristics of blasting vibration signals[J]. Journal of China Coal Society, 2012, 37(1): 55-61. (in Chinese).

Google Scholar

[5] TongHua Ling, XiBing Li, TaGeng Dai, et al. The separating means of millisecond blasting vibration signal based on wavelet transform[J]. Journal of underground space and Engineering, 2006, 2(3): 491-494. (in Chinese).

Google Scholar

[6] YongBing Jiao. Study on blasting seismic safety assessment standard [J]. Blasting, 1995, 12(50): 45-47. (in Chinese).

Google Scholar

[7] ShengQuan Yang, XianKui Liao, BaoCheng Liu. Default of the judging standard of blasting vibration safety abstract[J]. Explosion and shock, 2001, 21(3): 223-228. (in Chinese).

Google Scholar

[8] TongHua Ling, XiBing Li. Features of energy distribution of single deck blast vibration signals with wavelet packet analysis[J]. Journal of Vibration and Shock , 2007, 26(5): 41-43. (in Chinese).

Google Scholar

[9] DunWen Liu, Chuang Li, YunGao Gong. New method for blasting hazards evaluation based on wavelet analysis of blasting vibration signals[J]. Journal of Central South University, 2010, 41(4): 1574-1577. (in Chinese).

Google Scholar

[10] MingSheng Zhao, KaiShui Liang, BenWei Li. Influence of deck charge on time-frequency characteristics of a blasting vibration signal[J]. Journal of Vibration and Shock, 2012, 31(7): 85-88. (in Chinese).

Google Scholar

[11] MingJie Zhao, XiaoMing Ye, DeLun Wu. The Wavelet-Fourier analysis of blasting seismic signal [J]. Journal of Chongqing Jiaotong University, 1999, 18(3): 1-9. (in Chinese).

Google Scholar

[12] GuoSheng Zhong, GuoYuan Xu, ZhengMing Xiong. Application research of the energy analysis method for blasting seismic signals based on wavelet transform [J]. Explosion and shock, 2006, 26(3): 222-227. (in Chinese).

Google Scholar

[13] JiChun Zhang, ZhengXue Xiao, ShuangYing Zheng, et al. Experimental study of motion characteristics of weak intercalation rock mass blasting[J]. Journal of rock mechanics and Engineering, 2009, 28(8): 1697-1703. (in Chinese).

Google Scholar

[14] DongWang Zhong, Liang Wu, Hao Chen. Model test and numerical simulation study of dynamic characteristics of rock slope under blast loading[J]. Journal of rock mechanics and Engineering, 2010, 29(z1): 2964-2971. (in Chinese).

Google Scholar

[15] ChangHua Hu, JunBo Zhang, Jun Xia, et al. Systems analysis and the design of wavelet analysis based on wavelet[J]. Xi'an: Xi'an University of Electronic Science and Technology Press, 2000: 6-266. (in Chinese).

Google Scholar

[16] Daubechies I. The wavelet transform time-frequency localization and signal analysis[J]. IEEE Transactions on Information Theory 1990, 36(5): 961-1005.

DOI: 10.1109/18.57199

Google Scholar