李回贵, 高保彬, 王洪磊, 李化敏. 不同应力比煤岩等效渗透率变化的数值模拟[J]. 煤矿安全, 2020, 51(11): 195-200.
    引用本文: 李回贵, 高保彬, 王洪磊, 李化敏. 不同应力比煤岩等效渗透率变化的数值模拟[J]. 煤矿安全, 2020, 51(11): 195-200.
    LI Huigui, GAO Baobin, WANG Honglei, LI Huamin. Numerical Simulation on Change of Equivalent Permeability of Coal Rock Under Different Stress Ratios[J]. Safety in Coal Mines, 2020, 51(11): 195-200.
    Citation: LI Huigui, GAO Baobin, WANG Honglei, LI Huamin. Numerical Simulation on Change of Equivalent Permeability of Coal Rock Under Different Stress Ratios[J]. Safety in Coal Mines, 2020, 51(11): 195-200.

    不同应力比煤岩等效渗透率变化的数值模拟

    Numerical Simulation on Change of Equivalent Permeability of Coal Rock Under Different Stress Ratios

    • 摘要: 采用B-B破坏准则描述煤岩力学特征,并利用B-B准则参数与M-C准则参数之间的转化关系,对不同应力比(横向应力与竖向应力的比值分别为0.2、1、2、3、3.5、 4)的裂隙演化规律、煤岩内部流量分布和煤岩的等效渗透率进行了研究。研究结果表明:煤岩体内部的裂隙随着应力比的增加呈现先减少后增多的现象;煤岩体内部流量在应力比为0.2、1、2、3时没有明显的变化,当应力比达到3.5和4时流量发生了明显的变化;煤岩体的垂直渗透率和水平渗透率都是先减小后增大,但是水平渗透率变化更明显。

       

      Abstract: We describe the mechanics characteristic of the coal rock by adopting B-B failure criteria. Moreover, we study the crack evolution rule of coal rock, the internal flow distribution of coal rock and the equivalent permeability of coal rock under different stress ratios (the ratios of transverse stress to vertical stress were 0.2, 1, 2, 3, 3.5 and 4) using the conversion relationship between B-B standard parameters and M-C standard parameters. The research results showed that the internal cracks of coal-rock with the increase of stress ratio, the fracture appeared a phenomenon of decreasing firstly and then increasing. The internal flow of coal-rock was no obvious change when the stress ratios were 0.2, 1, 2 and 3. However, the internal flow of coal rock appeared obvious change when the stress ratios were 3.5 and 4. The vertical permeability and horizontal permeability of coal rock were decreasing firstly and then increasing, but the change of horizontal permeability had been even more pronounced.

       

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