不同倾角下粗糙裂隙负压抽吸-磁汇聚动水注浆试验研究

    Experimental study of negative pressure suction-magnetic convergence dynamic water grouting in rough fissures under different inclination angles

    • 摘要: 随着地下工程的快速发展,突涌水问题已成为制约工程安全和运营的主要问题之一。通过自主研发的可视化粗糙裂隙负压抽吸联合磁汇聚装置,开展了多因素作用下动水裂隙负压抽吸-磁汇聚注浆试验,重点分析了不同裂隙倾角、负压抽吸力、动水流量及磁场强度对浆液扩散的影响机理,建立了考虑磁场强度下倾斜裂隙负压抽吸-磁汇聚动水注浆模型。结果表明:①在其他因素不变的条件下,相较于普通浆液,磁场作用下90°裂隙磁性浆液最大扩散面积提升了49.02%,最大逆水扩散距离增长61.89%,最大横向扩散距离增长56.91%。说明磁场作用能够有效提升浆液扩散面积。②在0°倾角下抽吸力80 kPa时浆液扩散面积增长600.78 cm2,扩散面积增长率为17.66%。说明负压抽吸力对浆液扩散面积的增加具有一定的影响。③对浆液扩散面积的影响程度由强到弱依次为裂隙角度、动水流量、负压抽吸力和磁场强度。④建立了负压抽吸-磁汇聚动水注浆模型,相较于实验值最大相对误差不超过11.37%,表明该模型能较好描述浆液的扩散过程,可为不同倾角下突水裂隙的注浆充填提供新的研究思路和理论参考。

       

      Abstract: With rapid development of underground engineering, the problem of surge water has become one of the main problems restricting the safety and operation of engineering. In this study, through the self-developed visualization of rough fissure negative pressure suction combined with magnetic convergence device, we carry out tests of moving water fissure negative pressure suction-magnetic grouting under the action of multi-factors, focusing on the analysis of different fissure inclination angles, negative pressure suction forces, moving water flow rates and the magnetic field strengths of the influence mechanism on the spread of the slurry, and establish the model of tilted fissure negative pressure suction-magnetic convergence moving water grouting under the consideration of magnetic field strength. ① Under the condition that other factors remain unchanged, compared with ordinary slurry, the maximum diffusion area of 90° fissure magnetic slurry under the action of magnetic field is enhanced by 49.02%, the maximum backwater diffusion distance is increased by 61.89%, and the maximum lateral diffusion distance is increased by 56.91%. It indicates that the magnetic field action can effectively enhance the slurry diffusion area. ② The slurry diffusion area grows by 600.78 cm2 at 0° inclination with a suction force of 80 kPa, and the growth rate of diffusion area is 17.66%. It shows that the negative pressure suction force has a certain effect on the increase of slurry diffusion area. ③ The degree of influence of on the slurry diffusion area is the fracture angle, the dynamic water flow, the negative pressure suction force and the magnetic field strength in the order of strongest to weakest. ④ The negative pressure suction-magnetic convergence dynamic water grouting model is established, and the maximum relative error is not more than 11.37% compared with the experimental data, which indicates that the model can better describe the diffusion process of the slurry, and can provide new research ideas and theoretical references for grouting and filling of water-surge fissures under different inclination angles.

       

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