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金属矿山 ›› 2022, Vol. 51 ›› Issue (01): 148-153.

• 采矿工程 • 上一篇    下一篇

基于PEMD的露天边坡不同高程爆破振动信号频谱特征研究

刘连生 钟抒亮 易文华 刘伟 杨砚 柴耀光   

  1. 江西理工大学资源与环境工程学院,江西 赣州 341000
  • 出版日期:2022-01-15 发布日期:2022-02-14
  • 基金资助:
    国家自然科学基金项目(编号:52064015);江西省自然科学基金项目(编号:20192BAB206017);江西理工大学清江优秀人才支持计划项目(编号:JXUSTQJYX2016007)

Study on Frequency Spectrum Characteristics of Blasting Vibration Signals at Different Elevations of Openpit Slope Based on PEMD

LIU Liansheng ZHONG Shuliang YI Wenhua LIU Wei YANG Yan CHAI Yaoguang   

  1. School of Resource and Environmental Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,China
  • Online:2022-01-15 Published:2022-02-14

摘要: 为了更好地研究边坡爆破振动信号的频谱特征分布,结合露天边坡爆破振动试验分析,利用正交经验模态分解方法(Principal Empirical Mode Decomposition,PEMD)剔除了振动信号中的噪声,对不同高程的边坡爆破振动信号频谱特征进行了研究。结果表明:①节理裂隙发育边坡在当前起爆方式下,爆破振动信号能量的优势频段为10~100 Hz,其频段内的能量占总能量的64.2%~88.0%;②同一高程不同振动方向的爆破振动信号中,径向峰值振动速度最大,主振频段内集中的振动能量最大;③在边坡特定高程处,爆破振动信号不同频率成分存在选择放大或衰减效应,且不同振动方向能量的放大与衰减程度并不相同;④随着高程的增加,爆破振动信号的峰值瞬时能量表现为先增大后减小,在边坡出现高程放大效应处达到最大。

关键词: 矿山爆破, 爆破振动, 频谱分布, 经验模态分解, 主成分分析, 高程放大

Abstract: In order to study the spectral distribution characteristics of blasting vibration signal more accurately,combining with a blasting vibration experiment of openpit slope,the principal empirical mode decomposition method (PEMD) is used to filter out the noise in the vibration signal,and the spectral characteristics of the blasting vibration signal of the slope at different elevations are studied.The results show that:① For slopes with developed joints and fissures,under the current initiation method,the dominant frequency band of blasting vibration signal energy is 10~100 Hz,and the energy in the frequency band accounts for 64.2%~88.0% of the total energy.② Among the blasting vibration signals at the same elevation and different vibration directions,the radial peak vibration velocity is the largest,and the concentrated vibration energy in the main vibration frequency band is the largest.③ At a specific elevation of the slope,different frequency components of the blasting vibration signal have selective amplification or attenuation effects,and the energy amplification and attenuation degrees of different vibration directions are not the same.④ As the elevation increases,the peak instantaneous energy of the blasting vibration signal first increases and then decreases,and reaches the maximum where the elevation amplification effect occurs on the slope.