隋旺华. 2022. 矿山采掘岩体渗透变形灾变机理及防控Ⅱ:底板突水[J]. 工程地质学报, 30(6): 1849-1866. doi: 10.13544/j.cnki.jeg.2022-0668.
    引用本文: 隋旺华. 2022. 矿山采掘岩体渗透变形灾变机理及防控Ⅱ:底板突水[J]. 工程地质学报, 30(6): 1849-1866. doi: 10.13544/j.cnki.jeg.2022-0668.
    Sui Wanghua. 2022. Catastrophic mechanism and its prevention and control of seepage deformation and failure of mining rock mass Ⅱ:A review of water inrush from seam floor[J]. Journal of Engineering Geology, 30(6): 1849-1866. doi: 10.13544/j.cnki.jeg.2022-0668.
    Citation: Sui Wanghua. 2022. Catastrophic mechanism and its prevention and control of seepage deformation and failure of mining rock mass Ⅱ:A review of water inrush from seam floor[J]. Journal of Engineering Geology, 30(6): 1849-1866. doi: 10.13544/j.cnki.jeg.2022-0668.

    矿山采掘岩体渗透变形灾变机理及防控Ⅱ:底板突水

    CATASTROPHIC MECHANISM AND ITS PREVENTION AND CONTROL OF SEEPAGE DEFORMATION AND FAILURE OF MINING ROCK MASS Ⅱ: A REVIEW OF WATER INRUSH FROM SEAM FLOOR

    • 摘要: 矿山地下工程渗透变形破坏造成的典型灾害类型包括顶板突水溃砂、底板突水、防水闸墙与围岩界面渗透破坏等。本文从刘国昌先生对我国矿山水文地质工程地质学发展的奠基作用谈起,综述了矿山底板岩体渗透变形破坏突水灾害机理和防控技术进展。回顾了煤矿底板突水系数提出、改进和应用的历史,从底板渗透变形破坏产生的渗透力学机理重新阐释了突水系数的物理含义。基于底板岩体结构临界抗渗水力坡度建立了抗渗安全系数突水判别方法,其底板临界抗渗水力坡度可由半经验方法估算。在对底板突水评价方法演进分析的基础上,提出了底板危险源辨识和突水危险性动态评价方法。对底板突水灾变的主动防控措施的防控原理及效果评估方法进行了分析。最后,讨论了矿山底板渗透稳定性方面需要进一步深入研究的科学问题。

       

      Abstract: This paper examines the typical types of disasters caused by groundwater seepage deformation and failure in underground mines. They include water inrush or water-sand mixture inrush from the roof,water inrush from the floor,and seepage failure of the interface between water retention bulkhead and surrounding rock,etc. The paper introduces the important role of Professor Guochang Liu in laying the foundation for the development of mine hydrogeology and engineering geology in China. It further reviews the mechanism of major engineering geological disasters caused by groundwater seepage failure of rock masses in mines and their development of prevention and control technologies. This paper also reviews the history of the proposal,improvement and application of the water inrush coefficient for the evaluation of water inrush from seam floor,and reinterprets the physics of the water inrush coefficient from the seepage mechanical mechanism of the generation of the seepage failure of the seam floor. Based on the critical hydraulic gradient of the floor rock mass structure,a water inrush discrimination method was established. The critical hydraulic gradient of the floor rock mass can be estimated by semi-empirical method. A dynamic evaluation method of water inrush risk from the seam floor based on the safety factor against seepage failure is proposed after the analysis of the evolution of evaluation methods for floor water inrush. The prevention and control principle and efficiency evaluation method of the active prevention and control measures for the flood water inrush catastrophe are analyzed. Finally,the scientific issues that require further in-depth study in the seepage stability of the seam floor are proposed.

       

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