邓龙传, 李晓昭, 吴云, 等. 2023. 基于巴西劈裂试验的砂岩热损伤及声发射特征研究[J]. 工程地质学报, 31(1): 1-11. doi: 10.13544/j.cnki.jeg.2020-365.
    引用本文: 邓龙传, 李晓昭, 吴云, 等. 2023. 基于巴西劈裂试验的砂岩热损伤及声发射特征研究[J]. 工程地质学报, 31(1): 1-11. doi: 10.13544/j.cnki.jeg.2020-365.
    Deng Longchuan, Li Xiaozhao, Wu Yun, et al. 2023. Thermal damage of sandstone and acoustic emission based on Brazilian splitting test[J]. Journal of Engineering Geology, 31(1): 1-11. doi: 10.13544/j.cnki.jeg.2020-365.
    Citation: Deng Longchuan, Li Xiaozhao, Wu Yun, et al. 2023. Thermal damage of sandstone and acoustic emission based on Brazilian splitting test[J]. Journal of Engineering Geology, 31(1): 1-11. doi: 10.13544/j.cnki.jeg.2020-365.

    基于巴西劈裂试验的砂岩热损伤及声发射特征研究

    THERMAL DAMAGE OF SANDSTONE AND ACOUSTIC EMISSION BASED ON BRAZILIAN SPLITTING TEST

    • 摘要: 为了研究高温对砂岩的物理力学性质以及声发射特征的影响,本文针对25~900℃等温度处理后的砂岩开展巴西劈裂试验,同时结合扫描电镜、声发射监测等方法进一步分析了砂岩的抗拉强度、体积膨胀率、质量损失率、P波波速、宏微观破坏特征以及声发射特征等性质的变化情况。研究结果表明:(1)砂岩经高温处理后,质量、P波波速、抗拉强度以及残余抗拉强度均发生不同程度的下降,同时体积也发生膨胀;(2)在200~400℃范围内,抗拉强度大幅度下降,表明砂岩热损伤的阈值温度在这一区间;(3)砂岩的破坏以单一主裂纹破坏为主,且温度越高次生裂纹形成的越少,砂岩的脆性也越显著;(4)扫描电镜的结果显示:砂岩经高温处理后内部孕育有大量的微裂纹与微孔隙,随着温度的升高,裂纹的延伸长度、张开度、密度、连通性以及扩展范围发生变化,导致矿物的完整性下降;(5)不同温度加热后的砂岩声发射特征存在差异并表现出明显的阶段性特征,且温度越高声发射活动趋于平稳,同时声发射事件峰值先于砂岩破坏出现,可利用声发射对砂岩破坏的过程进行有效监测。

       

      Abstract: This paper aims to study the influence of high temperature on the physical-mechanical properties and acoustic emission characteristics of sandstone. It uses Brazilian splitting test on sandstone treated at 25~900℃. Meanwhile, it exames the changes in tensile strength, volume expansion ratio, mass loss ratio, P-wave velocity, macro and micro failure characteristics, acoustic emission characteristics and other properties in combination with scanning electron microscope(SEM) and acoustic emission(AE). The results show the following four findings. (1)After high temperature treatment, the mass, P-wave velocity, tensile strength and residual tensile strength of sandstone decrease to different degrees, and the volume also expands; (2)In the 200~400℃, the tensile strength decreases greatly, indicating that the threshold temperature of thermal damage is in this range; (3)The failure of sandstone is mainly caused by a single main crack, and the formation of secondary cracks is less and the brittleness of sandstone is more significant with the increase of temperature; (4)The results of SEM show that there are a large number of micro-cracks and micro-pores in the sandstone after the high-temperature treatment. The extension length, opening width, density, connectivity and extended range of the cracks are changed with the increase of temperature, leading to the decrease of mineral integrity; (5)AE characteristics of sandstone after heating are different, showing obvious characteristics of stage. Moreover, the AE activity become more stable with increasing temperature, and the peak value of AE events precedes the occurrence of sandstone failure, which can better monitor the failure of sandstone.

       

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