粉砂岩单轴压缩条件下声发射信号主频与基频关系研究

Investigation on the Relationship between Dominant Frequency and Fundamental Frequency of Acoustic Emission Signals in Siltstone under Uniaxial Compression Conditions

  • 摘要: 为了探究岩石固有频率特征在破裂过程中的演化规律,开展了粉砂岩单轴压缩声发射实验,基于快速傅里叶变换(FFT)方法提取声发射信号的主频与基频信号,进一步提出了综合表征声发射信号频谱特征的参数:主−基频比T,即主频与基频的比值。结果表明,主频分布呈现“宽−窄−宽”的动态条带特征,其频带数量呈先减后增的非线性变化;基频分布范围则呈阶梯式扩展,后期新增的中/高频信号可作为破裂预警特征。主频与基频主要集中于低频区(占比>99%),主−基频比(T=主频/基频)在不同频段内稳定维持在22~25,初期T值波动显著,中后期T值趋于稳定,表征裂纹扩展趋于稳态。进一步分析发现,主−基频比与幅值比存在显著相关性,可定量表征裂纹扩展的阶段性特征,该参数为揭示岩石损伤演化机制及岩体失稳预警提供了新的量化指标,对采矿过程中的工程岩体稳定性监测具有重要理论意义。

     

    Abstract: To investigate the evolution law of the inherent frequency characteristics of rocks during the fracturing process, a uniaxial compression acoustic emission experiment on siltstone was carried out. The dominant frequency and fundamental frequency signals of the acoustic emission signals were extracted using the Fast Fourier Transform (FFT) method, and a parameter T for comprehensively characterizing the spectral characteristics of the acoustic emission signals was proposed, namely the ratio of the dominant frequency to the fundamental frequency. The results show that the dominant frequency distribution shows a dynamic belt characteristic of "wide−narrow−wide", and its frequency band quantity changes nonlinearly first decreasing and then increasing; the fundamental frequency distribution range shows a stepwise expansion, and the newly added medium/high frequency signals in the later stage can be used as a characteristic of fracture early warning. The dominant frequency and fundamental frequency are mainly concentrated in the low−frequency band (accounting for more than 99%), and the ratio of dominant frequency to fundamental frequency (T = dominant frequency/fundamental frequency) is stably maintained at 22−25 in different frequency bands. In the early stage, the T value fluctuates significantly, and in the middle and late stages, the T value tends to be stable, indicating that the crack propagation tends to be stable. Further analysis shows that there is a significant correlation between the dominant − to − fundamental frequency ratio and the amplitude ratio, which can quantitatively characterize the stage characteristics of crack propagation. This parameter provides a new quantitative index for revealing the mechanism of rock damage evolution and early warning of rock mass instability, and has important theoretical significance for monitoring the stability of engineering rock masses in mining processes.

     

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