1. Experimental study of the "AE quiet period" on the eve of brittle failure in hard rock.
- Author
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Su, Guoshao, Huang, Lv, Qin, Yuanzhuo, and Yan, Xiaoyang
- Subjects
- *
ROCK music , *ACOUSTIC emission , *FRACTAL dimensions , *EVOLUTION equations - Abstract
• The AE signals during the quiet period on the eve of brittle failure in hard rock are characterized by a greater hit amplitude, a greater rise time and ring count, a sudden increase in the cumulative absolute energy, a greater amplitude of the signals in the main frequency band, a sudden decrease in the b -value, a sudden increase in the fractal dimension and a predominance of shear-type fracture signals. • It is found that the more inhomogeneous the rock grains are, the higher the stress level is, or the larger the loading rate is, the longer the duration of the quiet period is. • A hard rock damage evolution equation using AE data considering the effect of the quiet period is proposed, which can reasonably reflect the objective of accelerating rock damage during the quiet period. Acoustic emission (AE) signals on the eve of brittle failure in hard rock often indicate a quiet period, i.e., a significant decrease in the number of AE signals. To address the current problem of the poor understanding of the quiet period, the failure process of hard rock was simulated by tests and acquired the AE signals. The AE signal during the quiet period were analyzed. First, compared with the AE signals in other loading periods, the AE signals during the quiet period are characterized by a greater hit amplitude, a greater rise time and ring count, a sudden increase in the cumulative absolute energy, a greater amplitude of the signals in the main frequency band and so on. Second, the inhomogeneity of rock grains, stress level and loading rate all have a nonnegligible influence. The more inhomogeneous the rock grains are, the higher the stress level is, or the larger the loading rate is, the longer the duration of the quiet period is. Third, a hard rock damage evolution equation based on AE considering the effect of the quiet period is proposed, which can reasonably reflect the objective fact of accelerating damage during this period. Finally, the quiet period is due to the brittle failure of hard rock with inhomogeneous grains under high stress conditions, so identifying the quiet period is important for AE-based monitoring and warning of hard rock failure. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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