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An Experimental Investigation of Moisture-Induced Softening Mechanism of Marble Based on Quantitative Analysis of Acoustic Emission Waveforms

机译:基于声发射波形定量分析的大理石水分诱导软化机理的实验研究

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摘要

The decrease of strength after saturation of rocks is known as moisture-induced softening. To date, there are numerous studies on the mechanism of moisture-induced softening of different rocks. However, due to a lack of effective observational methods, the microcosmic mechanism of moisture-induced softening still needs to be understood. We collected and processed acoustic emission (AE) signals during the uniaxial compression test of marble specimens. The results of spectral and statistical analysis show that two dominant frequency bands of AE waveforms exist regardless of the specimen’s water content. Additionally, for the AE signals from the saturated specimens, the ranges of the low and high frequency bands are wider than dried rock samples. Besides, since the tensile and shear failures in the rock release low and high dominant frequency AE signals, respectively, the test results of this paper show that micro-shear and micro-tensile failures dominate the final failure of dried and saturated rocks, respectively.
机译:岩石饱和后的强度降低称为水分诱导的软化。迄今为止,有许多关于不同岩石诱导软化机制的研究。然而,由于缺乏有效的观察方法,需要理解仍然需要理解水分诱导的软化的微观机制。在大理石标本的单轴压缩试验期间,我们收集和处理声学发射(AE)信号。光谱和统计分析结果表明,无论样本的水含量如何,都存在两个AE波形的显性频带。另外,对于来自饱和样品的AE信号,低频带的范围和高频带的范围比干燥的岩石样品更宽。此外,由于岩石释放中的拉伸和剪切故障分别是低和高的显性频率AE信号,本文的测试结果表明,微剪切和微拉伸失效分别主导干燥和饱和岩石的最终失效。

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