深部矿井高应力条件下不同类型砂岩的循环扰动破坏特征和声发射特征试验研究

Yujing Jiang, Bin Liang, Dong Wang, Ling Dong, H. Luan, Changsheng Wang, Jiankang Liu
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引用次数: 0

摘要

选择了岩石工程中常见的三种砂岩试样,以研究不同岩性岩石的力学性能差异。通过将模拟系统与声发射系统相结合,观察了试样内部裂缝的发展和扩展情况。通过动、静应力的结合,模拟了岩石在深层岩石开挖和爆破下的变形和破坏。结果表明,不同岩性的试样在静态和动态循环组合加载下的声发射事件可大致分为三个阶段:削弱期、稳定期和激增期。此外,不同岩性的试样在不同压缩阶段的声发射特征基本一致。试样的破碎程度随施加应力水平的增加而增加,因此应力水平是影响试样损坏模式的重要因素之一。声发射系统用于模拟深岩体开挖和工程爆破时岩石的变形和破坏。实验期间,对三个岩石样本施加了频率为 5 Hz、加载速率为 0.1 mm/min、循环振幅为 5 MPa、加载速率为 0.1 mm/min 的正弦波循环动态扰动。其中,细粒砂岩对正弦周期扰动最为敏感,其次是泥质粉砂岩和中粒砂岩。在此基础上,分析了声发射能量释放特征,并通过提取关键点和寻找主频特征值,研究了动态扰动下试样损伤演变的波形特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study on the damage characteristics of cyclic disturbance and acoustic emission characteristics of different types of sandstones under high stress in deep mines
Three sandstone specimens common in rock engineering were selected to study the differences in the mechanical properties of rocks with different lithologies. The development and expansion of the internal cracks in the specimens were observed by combining the simulation system with the acoustic emission system. Through the combination of dynamic and static stresses, the deformation and damage of rocks under deep rock excavation and blasting were simulated. As the results show, the acoustic emission events of specimens with different lithologies under combined static and dynamic cyclic loading can be roughly divided into three phases: weakening, stabilizing, and surging periods. In addition, the acoustic emission characteristics of specimens with different lithologies show general consistency in different compression phases. The degree of fragmentation of specimens increases with the applied stress level; therefore, the stress level is one of the important factors influencing the damage pattern of specimens. The acoustic emission system was used to simulate the deformation and damage of rocks subjected to deep rock body excavation and engineering blasting. Cyclic dynamic perturbations under sinusoidal waves with a frequency of 5 Hz, a loading rate of 0.1 mm/min, a cyclic amplitude of 5 MPa, and a loading rate of 0.1 mm/min were applied to the three rock samples during the experiments. Among them, the fine‐grained sandstones are the most sensitive to the sinusoidal cyclic perturbation, followed by the muddy siltstone and the medium‐grained sandstones. On this basis, the acoustic emission energy release characteristics were analyzed, and the waveform characteristics in the damage evolution of the specimen under dynamic perturbation were studied by extracting the key points and searching for the main frequency eigenvalues.
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