煤矿深井砂岩微裂隙水力耦合渗流机理研究

    Study on hydraulic coupling seepage mechanism of sandstone micro-fracture in deep coal mine

    • 摘要: 深井透水问题是煤矿安全生产的关键性影响因素之一,通过自主研发的微裂隙三轴应力渗流机理模型试验系统,采用单因素敏感度分析法,揭示粗糙度JRC、裂缝开度b、围压σ、渗透水压p0等因素对微裂隙渗流的影响;同时运用数值模拟手段再现了微裂隙渗流过程,分析了水压作用下水力扩缝演化过程。研究结果表明:对微裂隙渗流影响由强到弱的因素分别为渗透水压、粗糙度、裂缝开度、围压;水压作用下水力裂缝扩展演化过程可划分为应力累积阶段、微裂隙稳定扩展阶段。

       

      Abstract: The problem of water seepage through sandstone micro-fractures in deep well is one of key factors influencing normal production. With the method of single factor sensitivity analysis, this paper is to tell us how to affect the seepage of micro-fractures by roughness, fracture opening, confining pressure and seepage pressure by self-developed micro-fracture triaxial stress seepage mechanism model test system. Simultaneously, numerical simulation is used to study the seepage process of micro-fractures in sandstone, and explain the evolution process of hydraulic fracture under water pressure. The results show that the factors that affect the seepage of micro-fractures from strong to weak are osmotic pressure, roughness, fracture opening and confining pressure; the evolution process of hydraulic fracture propagation under water pressure can be divided into the stress accumulation stage and the stable expansion stage of micro-fractures.

       

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