基于小波变换的微差爆破震动信号分离法
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摘要
采用震波叠加模拟法确定合理的微差延期间,关键在于能否获取组成实测微差爆破震波的分段震波。基于小波变换的微差爆破震动信号分离法能较好地解决上述问题。首先,利用基于小波分析的-能密度法,通过从实测爆破震动信号中识别出各段雷管实际的起爆刻点,得到了爆破中所用雷管的实际延期间。其次,利用信号-频转换技术,从实测微差爆破震动信号中分离出各分段震波。最后,通过比较各分段震波在不同延期间下的叠加效果,可以得到微差爆破的较优微差延期间。以某地下工程爆破震动信号进行分析为例,对本方法的有效性作了检验。
The key to ascertaining reasonable delay time interval by the means of seismic waves superposition effect is to get each sub-signal from measured millisecond blast vibration signal.The separating means of millisecond blast vibration signal based on wavelet transform can solve successfully the problem mentioned above.Firstly,the authors make use of time-energy density analysis based on wavelet transform and get the real delay time by identifying the blast moment of short-delay detonators.Secondly,every sub-signal is separated from measured millisecond blast vibration signal by time-frequency domain transform techniques.Lastly,the optimized delay time interval is obtained by comparing the superposition effect of sub-signal in different delay time interval.The effectiveness of the proposed method is verified with time-energy density analysis of millisecond blasting vibration signals in a underground engineering.
引文
[1]张雪亮,黄树棠.爆破地震效应[M].北京:地震出版社,1981:1-211
    [2]凌同华.爆破震动效应及其灾害的主动控制[D].长沙:中南大学,2004
    [3]Guowei Ma,Hong Hao,Yingxin Zhou.Assessment of struc-ture damage to blasting induced[J].Engineering Structures,2000,(22):1378-1389
    [4]Dhakal R P,Pan T C.Response characteristics of structuressubjected to blasting-induced ground motion[J].Interna-tional Journal of Impact Engineering,2003,(28):913-828
    [5]凌同华,李夕兵.用-能密度法确定微差爆破中的实际延迟间[J].岩石力学与工程学报,2004,23(13):2266-2270
    [6]Charles K Chui.An introduction to wavelets[M].New York:Academic Press,Inc.1992:297-333
    [7]邹云屏,李潇.信号变换与处理[M].武汉:华中理工大学出版社,1993:8-12
    [8]胡昌华,张军波.基于MATLAB的系统分析与设计———小波分析[M].西安:西安电子科技大学,2000:265-266
    [9]张贤达,保铮.非平稳信号分析与处理[M].北京:国防工业出版社,1998:1-12

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