王林均, 张搏, 钱志宽, 乐巧丽, 洪京京. 2019: 单轴压缩下两类脆性岩石声发射特征试验研究. 工程地质学报, 27(4): 699-705. DOI: 10.13544/j.cnki.jeg.2019-025
    引用本文: 王林均, 张搏, 钱志宽, 乐巧丽, 洪京京. 2019: 单轴压缩下两类脆性岩石声发射特征试验研究. 工程地质学报, 27(4): 699-705. DOI: 10.13544/j.cnki.jeg.2019-025
    WANG Linjun, ZHANG Bo, QIAN Zhikuan, LE Qiaoli, HONG Jingjing. 2019: EXPERIMENTAL INVESTIGATION OF THE ACOUSTICS EMISSION CHARACTERISTICS OF TWO TYPES OF BRITTLE ROCKS UNDER UNIAXIAL COMPRESSION. JOURNAL OF ENGINEERING GEOLOGY, 27(4): 699-705. DOI: 10.13544/j.cnki.jeg.2019-025
    Citation: WANG Linjun, ZHANG Bo, QIAN Zhikuan, LE Qiaoli, HONG Jingjing. 2019: EXPERIMENTAL INVESTIGATION OF THE ACOUSTICS EMISSION CHARACTERISTICS OF TWO TYPES OF BRITTLE ROCKS UNDER UNIAXIAL COMPRESSION. JOURNAL OF ENGINEERING GEOLOGY, 27(4): 699-705. DOI: 10.13544/j.cnki.jeg.2019-025

    单轴压缩下两类脆性岩石声发射特征试验研究

    EXPERIMENTAL INVESTIGATION OF THE ACOUSTICS EMISSION CHARACTERISTICS OF TWO TYPES OF BRITTLE ROCKS UNDER UNIAXIAL COMPRESSION

    • 摘要: 本文主要研究花岗岩和砂岩两种脆性岩石的详细声发射特征。通过对花岗岩和砂岩样品进行单轴压缩试验,并在试验过程中监测样品破裂全程的声发射信号。对试验结果的分析包含了力学特性分析和声发射特性分析,声发射特性分析使用了多种参数:累积声发射计数、累积声发射能量、AF值、RA值、b值。研究主要获得了如下结果:(1)获取了岩石样品的变形参数与强度参数,并分析了其离散性;(2)岩石样品内部颗粒的胶结强度与结构的均匀性对累积声发射计数、累积声发射能量的影响;(3)需要通过进一步试验研究来确认采用AFRA值来区分岩石类材料张拉和剪切裂纹模式的合理性及其阈值;(4)砂岩样品在接近破坏时,微裂缝活动仍然占据主导地位。文章对脆性岩石样品在单轴压缩条件下的力学特性和声发射特性进行了详尽细致的分析,发现了单轴压缩条件下脆性岩石的一些重要特性,为进一步的试验研究工作提供了基础。

       

      Abstract: This paper focuses on the detailed acoustic emission characteristics of the two different types of the brittle rocks. They are granite and sandstone. Through the uniaxial compression test, the acoustic emission signals during the failure process of the granite and sandstone specimens are recorded. The data analyses cover the mechanical responses and acoustic emission characteristics. The following acoustic emission parameters are used:accumulative AE count, accumulative AE energy, AF, RA, and b values. The research outcomes are as follows. (1) The deformation and strength parameters of the rock specimens are obtained and the parameter variabilities are analyzed. (2) The accumulative AE count and accumulative AE energy are influenced by the bond strength of the grains and uniformity of the rock specimens. (3) It needs to be further investigated that whether the AF and RA values can be used to differentiate the tensile and shear cracks in rocks and the threshold of AF and RA values of rocks if they can be used. (4) Micro-crack activities are still dominant when the sandstone specimen is approaching the peak stress. This paper obtains some important features of the brittle rock specimens under uniaxial conditions, which provides a good start for the future research work.

       

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