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赵奎, 杨道学, 曾鹏, 丁健华, 龚囱, 王晓军, 钟文. 单轴压缩条件下花岗岩声学信号频域特征分析[J]. 岩土工程学报, 2020, 42(12): 2189-2197. DOI: 10.11779/CJGE202012004
引用本文: 赵奎, 杨道学, 曾鹏, 丁健华, 龚囱, 王晓军, 钟文. 单轴压缩条件下花岗岩声学信号频域特征分析[J]. 岩土工程学报, 2020, 42(12): 2189-2197. DOI: 10.11779/CJGE202012004
ZHAO Kui, YANG Dao-xue, ZENG Peng, DING Jian-hua, GONG Cong, WANG Xiao-jun, ZHONG Wen. Frequency-domain characteristics of acoustic signals of granite under uniaxial compression[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(12): 2189-2197. DOI: 10.11779/CJGE202012004
Citation: ZHAO Kui, YANG Dao-xue, ZENG Peng, DING Jian-hua, GONG Cong, WANG Xiao-jun, ZHONG Wen. Frequency-domain characteristics of acoustic signals of granite under uniaxial compression[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(12): 2189-2197. DOI: 10.11779/CJGE202012004

单轴压缩条件下花岗岩声学信号频域特征分析

Frequency-domain characteristics of acoustic signals of granite under uniaxial compression

  • 摘要: 岩石失稳破坏往往会导致严重的工程问题和地质灾害,为了探讨花岗岩失稳破坏过程的演化机制及前兆特征,进行了单轴压缩声学试验,对花岗岩试件失稳破坏过程伴生的声发射信号及次声信号频域信息演化特征进行了分析。研究结果表明:低于100 kHz频段的声发射事件在花岗岩试件峰值破坏前夕逐渐减少,而高于250 kHz频段的声发射事件在花岗岩试件峰值破坏前夕逐渐增多;花岗岩试件在发生峰值破坏前会经历平均频率质心的“相对上升期”及“相对稳定期”,并且会在“相对稳定期”发生峰值破坏;次声信号主频分布在0.01~20 Hz,其中5~15 Hz频段的次声信号分布最多,占比约为62.5%;峰值应力前相对应力水平大于80%时,第一频段和第三频段的次声信号占比达到最低值,第二频段占比达到最高值;最后,计算了花岗岩变形破坏过程次声信号主频的分形维数,该分形维数在临近峰值应力时下降到最小值。上述峰值应力前声学信号的特征可作为其破坏前兆特征。

     

    Abstract: Instabilities that have the potential to cause rock failures are serious engineering problems that can lead to geological disasters. In this study, a uniaxial compression acoustic test is conducted to explore the precursors of instability failures in granite, and the evolution characteristics of the accompanying acoustic emission (AE) and infrasound signals are evaluated in the frequency domain. The experimental results show that the AE events below 100 kHz decrease gradually before the peak failure of granite specimens, while the AE events above 250 kHz increase gradually. The average frequency centroid of rock specimens undergoes a "relative rising period" and a "relative stable period" before the peak failure, which occurrs during the relative stable period. The dominant frequencies between 5 to 15 Hz of infrasound signals are about 62.5% of the total on average. When the relative stress level before the point of peak stress is more than 80%, the infrasound signal proportion in the first and third frequency bands is at its lowest, whereas the proportion in the second frequency band is at its highest. Finally, the dominant frequency of infrasound signal in the process of granite deformation and failure is fractal-processed, and it is found that the fractal dimension of the dominant frequency of infrasound signal decreases to the minimum value before the peak stress. The above characteristics of acoustic signal before the peak stress can be regarded as the precursory features of the critical failure.

     

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