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首页> 外文期刊>Journal of geophysics and engineering >Fine characterization rock thermal damage by acoustic emission technique
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Fine characterization rock thermal damage by acoustic emission technique

机译:声学发射技术的精细特征岩热损坏

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This paper examines the differences in the thermal mechanical properties and acoustic emission (AE) characteristics during the deformation and fracture of rock under the action of continuous heating and after high-temperature treatment. Using AE 3D positioning technology, the development and evolution of the internal thermal cracks and the time domain of AE signals in rock were analyzed. High-temperature treatment causes thermal damage to rock. Under the action of continuous heating, the phase characteristics of AE time series correspond to the five stages of rock thermal deformation and fracture, respectively: the micro-defect development stage, the threshold interval of rock micro-cracks, the crack initiation stage, the crack propagation stage, and the crack multistage propagation evolution. When the initial crack propagates, the crack initiation of the rock causes the AE signal to produce a sudden mutation change. Mechanical fraction characteristics during rock uniaxial compression after temperature treatment indicated that the decrease rate of the rock compressive strength, wave velocity, and elastic modulus are relatively large during uniaxial compression tests after high-temperature treatment. During the deformation and fracture of rock under loading, there is faster growth of AE counts and AE events, indicating an increase in the speed of rock deformation and fracture under loading. AE counts show obvious changes during the latter loading stages, whereas AE events show obvious changes during the loading process. The results obtained are valuable for rock thermal stability detection and evaluation in actual underground engineering.
机译:本文研究了在连续加热和高温处理后岩石变形和骨折期间热力学性能和声学发射(AE)特性的差异。分析了AE 3D定位技术,分析了岩石中AE信号的内部热裂缝和时域的开发和演化。高温处理导致岩石的热损坏。在连续加热的作用下,AE时间序列的相位特征分别对应于岩石热变形和骨折的五个阶段:微缺陷开发阶段,岩石微裂纹的阈值间隔,裂纹启动阶段,裂缝传播阶段,以及裂缝多级传播演化。当初始裂缝传播时,岩石的裂纹引发使AE信号产生突然突变变化。温度处理后岩石单轴压缩过程中的机械分数特性表明,在高温处理后,岩石抗压强度,波速和弹性模量的降低率相对较大。在负载下岩石的变形和骨折期间,AE计数和AE事件的增长更快,表明岩石变形和负载下骨折的速度增加。 AE计数在后一种加载阶段显示出明显的变化,而AE事件在装载过程中显示出明显的变化。所得到的结果对于实际地下工程中的岩石热稳定性检测和评估是有价值的。

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