赵建军, 樊奇, 李鹏飞, 李苏申, 汪果, 解明礼. 2019: 不同应力路径下英安岩声发射b值特征及破坏前兆. 工程地质学报, 27(3): 487-496. DOI: 10.13544/j.cnki.jeg.2018-242
    引用本文: 赵建军, 樊奇, 李鹏飞, 李苏申, 汪果, 解明礼. 2019: 不同应力路径下英安岩声发射b值特征及破坏前兆. 工程地质学报, 27(3): 487-496. DOI: 10.13544/j.cnki.jeg.2018-242
    ZHAO Jianjun, FAN Qi, LI Pengfei, LI Sushen, WANG Guo, XIE Mingli. 2019: ACOUSTIC EMISSION B VALUE CHARACTERISTICS AND FAILURE PRECURSOR OF THE DACITE UNDER DIFFERENT STRESS PATHS. JOURNAL OF ENGINEERING GEOLOGY, 27(3): 487-496. DOI: 10.13544/j.cnki.jeg.2018-242
    Citation: ZHAO Jianjun, FAN Qi, LI Pengfei, LI Sushen, WANG Guo, XIE Mingli. 2019: ACOUSTIC EMISSION B VALUE CHARACTERISTICS AND FAILURE PRECURSOR OF THE DACITE UNDER DIFFERENT STRESS PATHS. JOURNAL OF ENGINEERING GEOLOGY, 27(3): 487-496. DOI: 10.13544/j.cnki.jeg.2018-242

    不同应力路径下英安岩声发射b值特征及破坏前兆

    ACOUSTIC EMISSION B VALUE CHARACTERISTICS AND FAILURE PRECURSOR OF THE DACITE UNDER DIFFERENT STRESS PATHS

    • 摘要: 对英安岩岩样开展单轴、常规三轴加荷和三轴卸荷试验,并对试验过程进行声发射监测,研究在3种应力路径下英安岩变形破坏过程的声发射b值特征差异,探索声发射b值在岩石破坏前兆方面的规律。研究结果表明:英安岩岩样的声发射b值特征与加载的应力路径关系密切,加荷路径即单轴路径和常规三轴路径下b值变化规律相似,加荷与卸荷路径下b值变化规律差异较大。单轴和常规三轴加荷试验中,围压对声发射b值特征有较大的影响。围压越大,岩样在破坏前,b值的整体水平越高。岩样在破坏时,声发射b值下降幅度越大、降低速率越快,且b值达到整个过程中的最小值。三轴卸荷试验中,围压对声发射b值特征影响不明显。与常规三轴试验相比,三轴卸荷试验在卸荷至一定水平后,其b值整体水平更低,最终破坏时b值的最小值更小。提出当岩样峰值强度后存在明显的应力跌落,此时声发射b值的快速下降可以作为破坏前兆。b值的临界值要通过大量室内岩石声发射试验的统计结果来确定。将声发射b值快速下降、临界值突破0.6作为试验英安岩岩样的破坏前兆。

       

      Abstract: This paper studies the variation of acoustic emission(AE)characteristics during dacite failure and the rules of AE b value in rock failure precursor. We carry out tests of dacite samples under uniaxial loading, triaxial loading and triaxial unloading conditions. The AE is detected at the same time. The results show that:the change of AE b value is closely related to the stress path. There are significant differences between loading and unloading paths, but the uniaxial loading and the triaxial loading are similar. In uniaxial and triaxial loading tests, the confining pressure has great influence on the change of AE b value. Before rock failure, for the overall AE b value, the higher the confining pressure, the bigger the value. When rock is damaged, the higher the confining pressure, the greater the decline of b value, dropping more rapidly. The b value also reaches its minimum in the whole process. In triaxial unloading test, the effects of confining pressure on the b value is not obvious. Compared with the triaxial loading test, when triaxial unloading tests reach a certain unloading level, the overall b value is lower, and the minimum value of b value is smaller at last. We propose that when rocks reach peak strength and there is a significant stress drop subsequently. The rapid dropping of b value can be used as a precursor to damage. The threshold of b value is determined by a large number of indoor rock AE test results. Rapid drop of the AE b value and b value breaking through 0.6 can be used as the precursors of rock failure.

       

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