张嘉凡, 覃祥瑞, 刘洋, 张慧梅, 徐荣平. 注浆对粗糙裂隙煤岩体应力场的影响分析[J]. 煤矿安全, 2021, 52(10): 166-170.
    引用本文: 张嘉凡, 覃祥瑞, 刘洋, 张慧梅, 徐荣平. 注浆对粗糙裂隙煤岩体应力场的影响分析[J]. 煤矿安全, 2021, 52(10): 166-170.
    ZHANG Jiafan, QIN Xiangrui, LIU Yang, ZHANG Huimei, XU Rongping. Analysis of the influence of grouting on stress field of coal and rock mass with rough crack[J]. Safety in Coal Mines, 2021, 52(10): 166-170.
    Citation: ZHANG Jiafan, QIN Xiangrui, LIU Yang, ZHANG Huimei, XU Rongping. Analysis of the influence of grouting on stress field of coal and rock mass with rough crack[J]. Safety in Coal Mines, 2021, 52(10): 166-170.

    注浆对粗糙裂隙煤岩体应力场的影响分析

    Analysis of the influence of grouting on stress field of coal and rock mass with rough crack

    • 摘要: 为研究注浆过程中粗糙裂隙煤岩体应力场的分布规律,采用随机中点位移法构建了二维粗糙裂隙剖面,通过COMSOL软件建立了煤岩体裂隙注浆流-固耦合数值模型,模拟了注浆过程中裂隙煤岩体的应力场,分析了裂隙剖面粗糙度及注浆速率对煤岩体应力场的影响。结果表明:注浆过程中煤岩体应力场的分布形态取决于裂隙剖面的粗糙程度,在剖面凹陷区域应力值较大,而在凸起区域则较小;裂隙剖面越粗糙,煤岩体应力场分布越复杂,局部区域应力集中越显著;同时,注浆速率也影响着煤岩体应力场,但仅对应力值大小产生影响,注浆速率与煤岩体应力值呈线性关系,且注浆速率对裂隙剖面凹陷处应力值的影响更大;随着裂隙剖面粗糙度的增大,煤岩体应力场受注浆速率的影响逐渐降低。

       

      Abstract: In order to study the distribution law of the stress field in the rough fractures hiding in coal and rock mass during the grouting process, the two-dimensional rough fracture profile is generated according to the random midpoint displacement method, and a fluid-solid coupled numerical model of grouting process was established by the COMSOL software. The stress field in the fractured coal and rock mass during the process is simulated, and the influence of the roughness and the grouting rate on the stress field of the mass is analyzed. The results show that the distribution form of the stress field during the grouting process mainly depends on the fracture roughness, and the stress is larger in the sunken region than the location of protrusion. With the increase of roughness, the distribution of the stress field is more complex and the stress concentration is more obvious in the coal and rock mass. At the same time, the grouting rate also affects the stress field. The grouting velocity has a linear relationship with the stress of the mass, and the impact of grouting velocity is more obvious. With the increase of roughness, the maximum stress of coal and rock mass is gradually reduced by the influence of grouting velocity.

       

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