渗流−应力耦合下断层带裂隙岩体渗透演化规律

Permeability evolutionary patterns of fractured rock masses in fault zones under seepage-stress coupling

  • 摘要:
    背景 断层构造是煤矿底板突水的重要通道之一,对矿井安全生产构成严重威胁,深入研究渗流–应力耦合下断层带裂隙岩体渗透特性演化规律对煤矿底板断层突水防治具有重要意义。
    方法 以山西潞安高河煤矿为工程背景,首先分析断层带裂隙岩体的微观物理性质及孔裂隙结构特征;然后通过三轴渗流实验研究重复加卸载条件下断层带裂隙岩体渗透性演化规律,建立渗透系数与围压的定量耦合关系;最后以高河煤矿Fw159断层为研究对象,结合力学模型分析,建立断层突水数值模型,分析底板断层带突水通道形成演化规律。
    结果和结论 断层带裂隙岩体孔裂隙结构复杂、边缘粗糙、呈不定向发育的微观特征对岩体的渗透性能具有控制作用;渗透系数与围压之间存在负指数关系,渗透压变化对底板破碎带位移及导水通道形成具有显著影响;开采过程中应力扰动先于位移效应发生,且在应力达到峰值后,位移效应逐渐显现,当孔隙水压达到3 MPa时,承压水在断层底部聚集,沿断层破碎带向上导升,直至失稳破坏。研究成果阐明了断层带裂隙岩体渗透特性与煤矿底板断层突水之间的内在联系,为煤矿底板突水防治与矿井安全开采提供了理论依据。

     

    Abstract:
    Background In coal mines, fault structures serve as critical pathways for water inrushes from coal seam floors, posing serious threats to the production safety of mines. Delving into the permeability evolutionary patterns of fractured rock masses in fault zones under seepage-stress coupling holds great significance for the prevention and control of water inrushes along faults from coal seam floors.
    Methods Against the engineering background of the Gaohe Coal Mine under the Shanxi Lu’an Mining (Group) Co., Ltd. in Shanxi Province, this study analyzed the microscopic physical properties and the pore and fracture structures of a fractured rock mass in a fault zone initially. Then, using triaxial seepage tests, this study investigated the permeability evolutionary patterns of the fractured rock mass under cyclic loading and unloading, establishing the quantitative coupling relationship between the permeability coefficient and the confining pressure. Finally, based on the mechanical model analysis, this study constructed a numerical model for water inrushes along fault Fw159 in the Gaohe Coal Mine. Accordingly, the formation and evolution patterns of pathways for water inrushes from coal seam floors were analyzed.
    Results and Conclusions  The pores and fractures in the fractured rock mass of the fault zone exhibited complex structures, rough edges, and non-directional development microscopically, and these characteristics governed the permeability of the rock mass. A negative exponential relationship was observed between the permeability coefficient and the confining pressure, with the variations in the seepage pressure playing a significant role in the displacement of the fractured zone in the floor and the formation of hydraulically conductive pathways. During coal mining, stress disturbance preceded the displacement effect, which became gradually pronounced after mining-induced stress peaked. As pore water pressure reached 3 MPa, confined water accumulated at the bottom of fault Fw159, migrating upward along the fractured zone of the fault until instability failure occurred. The results of this study reveal the inherent relationships between the permeability characteristics of fractured rock masses in fault zones and the water inrushes along faults from coal seam floors in coal mines, providing a theoretical basis for the prevention and control of water inrushes from coal seam floors and safe mining in coal mines.

     

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