多级大直径钻孔裂隙演化及浆液扩散规律数值研究

    Numerical study on fracture evolution and slurry diffusion laws of multistage large-diameter drilling boreholes

    • 摘要: 合理的注浆封孔工艺参数是提高瓦斯抽采效率的有效措施,针对多级成孔方式下大直径钻孔的注浆封孔效果不佳问题,对多重损伤影响下大直径钻孔裂隙演化规律和浆液扩散规律进行了研究,得到了多级扩孔方式下大直径钻孔的裂隙演化规律,以及基于大直径钻孔开挖后裂隙分布的注浆扩散规律。以山西省寺家庄煤矿工作面为研究对象,构建了PFC2D钻孔开挖模型和COMSOL浆液扩散模型,并通过理论公式进行了模型验证。研究结果表明:①当终孔直径为400 mm时,多级成孔方式与一次成孔方式相比,形成的钻孔裂隙区半径从0.50 m提高至0.75 m,增幅为50%;钻孔周围煤体产生的剪裂隙数量明显高于拉裂隙,证明剪应力是形成裂隙的主要原因。②当注浆压力由2.00 MPa增加至3.00 MPa时,扩散距离由0.644 m增加至0.657 m,最大浆液扩散速度由0.10 m/s增加至0.18 m/s;当稠度系数k从13 Pa·s增加至21 Pa·s时,最大浆液扩散速度由0.14 m/s降低至0.08 m/s,扩散距离由0.662 m降低至0.644 m。③该工作面在应用高压保压注浆封孔技术时,结合数值模拟和经验公式验证的结果,确认当最佳注浆压力为3.00 MPa、注浆浆液最佳水灰比为1∶1.2时,能达到最佳的浆液扩散效果,浆液径向扩散半径范围为0.597~0.615 m。研究结果可为多级扩孔方式下大直径钻孔的高效注浆封孔的工艺参数确定提供理论依据。

       

      Abstract: The reasonable parameters setting of grouting and sealing boreholes is key to improve the efficiency of gas extraction. In response to the poor effect of grouting and sealing boreholes drilled by large-diameter drilling bit under multistage excavation, the fracture evolution and slurry diffusion laws of slurry are studied, both the fracture evolution laws, and the slurry diffusion laws based on the fractures distribution of multistage large-diameter drilling boreholes is obtained. The results show that when the final size of boreholes is 400 mm diameter, comparing with the one-time borehole-forming method, the radius of drilling fracture area of the multistage borehole-forming method increases from 0.50 m to 0.75 m, which shows the latter drilling method can provide more fissure channels for gas migration. The number of shear fractures generated in the coal body around the borehole is significantly higher than that of tensile fractures, proving that shear stress is the main reason for the formation of fractures. When the grouting pressure is increased from 2.00 MPa to 3.00 MPa, the diffusion distance is increased from 0.644 m to 0.657 m while the maximum slurry diffusion velocity is increased from 0.10 m/s to 0.18 m/s; when the consistency coefficient k is increased from 13 Pa·s to 21 Pa·s, the maximum slurry diffusion velocity is reduced from 0.14 m/s to 0.08 m/s while the diffusion distance drops from 0.662 m to 0.644 m. According to the results of numerical simulation and empirical formula verification, when applying high-pressure holding grouting technology to the coal mine working face in Shanxi Province, it is confirmed that the best grouting diffusion effect can be achieved when the optimal grouting pressure is 3.00 MPa and the optimal water/cement ratio is 1∶1.2, the radial diffusion radius of grouting can reach between 0.597 m and 0.615 m. The results can provide the theoretical basis for determining the grouting parameters for sealing multistage large-diameter drilling boreholes.

       

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