热损伤岩石物理力学特性演化机制研究进展

Research progress on the evolution of physical and mechanical properties of thermally damaged rock

  • 摘要: 为深入了解温度作用下岩石热损伤演化机制,对超深钻探、深地实验室、核废料处置库、地热资源开发等地下岩体工程的安全性和稳定性做出合理性评价,本文通过分析整理国内外文献,系统综述了温度作用下岩体变形破坏方面的研究进展与成果。简述了高温作用下岩石的物理力学特性,侧重总结了岩石物理力学参量随温度变化的演化规律。重点分析了深部岩石材料在高温条件下岩体结构及相关物理场探测技术的最新研究成果,梳理了声发射(AE)、超声波(UT)、X射线分析(XRD)、偏光显微镜(PM)、扫描电子显微镜(SEM)、核成像技术(NMR)以及CT扫描技术等先进的辅助试验设备在热破裂分析中的应用。归纳总结了国内外学者采用的热力耦合模型和数值分析方法及适用条件,简略阐述了温度作用下岩石力学参量变异性特征。最后,指出了当前岩石热损伤研究中存在的一些局限性,并从深部地下工程建设方面展望了未来的发展方向,即多尺度、多场−相探究岩石热损伤机理,宏−细−微观角度系统分析岩石热损伤演化规律。

     

    Abstract: With the depletion of the earth’s shallow resources, the exploration of deep rock engineering has become a research hotspot. The research mostly focuses on the influence of high temperature on the properties of deep rocks. This study aims to understand the thermal damage evolution mechanism in a rock under high temperature and make a reasonable evaluation on the safety and stability of underground rock engineering, such as ultra-deep well drilling, deep ground laboratory, nuclear waste disposal, and geothermal resource development. Based on the analysis and review of domestic and foreign literature, the authors systematically reviewed the research progress and development of deformation and failure of the high-temperature rock masses and temperature-varying rock masses under temperature effect. The physical and mechanical properties of rocks after being subjected to high temperature and under real-time high temperature were briefly described. The changes with temperature in the physical and mechanical parameters of deep rocks were summarized. The latest research on the deformation and failure mechanism under high temperature was analyzed, and the applications of advanced auxiliary test technologies, such as acoustic emission (AE), ultrasonic testing (UT), X-ray diffraction (XRD), polarizing microscope (PM), scanning electron microscope (SEM), nuclear magnetic resonance (NMR), and computed tomography (CT) scanning system, in the deformation and failure analysis were introduced. The advantages and disadvantages of the coupled thermal-stress model of the rock, the numerical analysis method, and the applicable conditions were summarized. The variation characteristics of the rock’s mechanical parameters under high temperature were briefly described. Finally, the limitations of the current studies on high-temperature thermal damage in deep rocks were pointed out. The future prospects were discussed from several aspects, i.e., to explore the mechanism of rock thermal damage in a multi-scale and multi-field-phase, and the evolution law of rock thermal damage was systematically analyzed from macro, meso, and micro aspects.

     

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