不同加载条件下的煤岩体压缩试验模拟研究

    Simulation Research on Coal-rock Compression Tests Under Different Loading Conditions

    • 摘要: 为研究不同加载条件下的煤岩破坏特征,采用离散元数值软件 PFC建立了双轴压缩模型。选取颗粒间黏结颗粒模型,设定其接触关系,并利用伺服加载机制实现了不同围压下变速率双轴压缩数值模拟。对部分煤岩模拟试件破坏形态、微裂纹发育过程、应力-应变曲线以及声发射事件数进行研究,分析了围压与加载速率对试件破坏特征的影响。研究结果表明:围压越大,试件的轴向应力峰值越大;加载速率对试件的轴向应力峰值影响较弱;压缩过程中岩石试件内裂纹扩展主要经历平稳发展-急剧增加-平稳发展3个阶段,煤岩体损伤程度越高,声发射事件数越多。

       

      Abstract: In order to study the characteristics of coal-rock damage evolution under different loading conditions, biaxial compression tests were virtually simulated by particle flow code (PFC). The bonded particle model was established, and the contact relationship was set. Then, the numerical simulation of the variable rate biaxial compression under different confining pressure was carried out by using the servo loading mechanism. The effect of confining pressure and loading velocity on the damage characteristics of the specimen was analyzed by studying the characteristics of some coal-rock simulation specimens about the damage morphology, micro cracks development process, stress-strain curve and acoustic emission events. The results show that: with the increase of confining pressure, the peak of axial stress of the specimen is becoming greater, and loading velocity has little effect on the peak of axial stress, there are three main stages during the micro crack development, including stable development stage, rapid increase stage and stable development stage, and the higher the damage degree of coal and rock mass, the more total number of AE events.

       

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