杨登峰, 柴茂, 江博文, 李博, 柴佳乐, 赵限维. 底板隐伏断层采动活化突水的断裂力学分析[J]. 煤矿安全, 2016, 47(9): 198-201.
    引用本文: 杨登峰, 柴茂, 江博文, 李博, 柴佳乐, 赵限维. 底板隐伏断层采动活化突水的断裂力学分析[J]. 煤矿安全, 2016, 47(9): 198-201.
    YANG Dengfeng, CHAI Mao, JIANG Bowen, LI Bo, CHAI Jiale, ZHAO Xianwei. Fracture Mechanics Analysis on Water Inrush by Mining-induced Activation of Floor Containing Hidden Faults[J]. Safety in Coal Mines, 2016, 47(9): 198-201.
    Citation: YANG Dengfeng, CHAI Mao, JIANG Bowen, LI Bo, CHAI Jiale, ZHAO Xianwei. Fracture Mechanics Analysis on Water Inrush by Mining-induced Activation of Floor Containing Hidden Faults[J]. Safety in Coal Mines, 2016, 47(9): 198-201.

    底板隐伏断层采动活化突水的断裂力学分析

    Fracture Mechanics Analysis on Water Inrush by Mining-induced Activation of Floor Containing Hidden Faults

    • 摘要: 为研究含隐伏断层煤矿底板采动突水发生的力学机理,根据底板隐伏断层赋存的实际特征,建立力学模型。利用断裂力学理论分析方法,研究了工作面推进过程中,在采动应力和承压水压力联合作用下底板突水通道形成的过程。获得了隐伏断层活化突水的力学判据,并分析了影响突水的主要因素。结果表明:临界水压力q是底板突水的必要条件,主要受到隐伏断层长度a、倾角β、支撑压力Q、底板厚度h等因素的影响,而当分支裂纹扩展长度达到一定值,使得有效隔水层厚度不足以抵抗采动应力和承压水压力的作用时,能够满足底板突水的充分条件。根据实际工作面工程地质条件,采用数值模拟方法对底板破坏过程中的底板应力变化和渗流情况进行了分析,使理论分析得到验证。

       

      Abstract: To study the mechanics mechanism of water inrush in containing hidden faults of mining-induced seam floor, we established a mechanical model according to the actual characteristics of containing hidden faults occurrence in floor. Using the theory of fracture mechanics, we researched the formation process of floor water-inrush passage under the joint action of mining-induced stress and confined water in the process of working face advancing, obtained the mechanical criterion for the water inrush of hidden fault, analyzed the main factors. The results show that the critical water pressure q is mainly affected by the length of the buried fault a, the dip angle β, the support pressure Q, the thickness of the h and other factors. But the critical water pressure is the essential condition of the water inrush; when the branch crack length reaches a certain value and the effective thickness of the water layer is not enough to resist the pressure of the mining-induced stress and confined water, it can satisfy the sufficient conditions of water inrush. According to the engineering geological conditions of actual working face, we use numerical simulation method to analyze floor stress and seepage condition in the process of floor damage. The theoretical analysis results are verified by numerical simulation method.

       

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