矿井地下水库坝体衔接处稳定性研究

    Study on Stability of Joints in Mine Groundwater Reservoir Dam

    • 摘要: 矿井采空区地下水库坝体之间衔接处的稳定是整个地下水库的安全稳定的关键因素之一。为探究衔接处在作业条件下的变形破坏规律,采用实验室模拟以及FLAC3D数值模拟技术,分析并监测作业条件下衔接处受力以及变形情况。实验及模拟结果表明:坝体与衔接部分的结界处内部是受孔隙水压力最严重的部分;水的软化作用降低了接触面的力学性能,而浸入到孔隙裂缝中的水分,使得试件更加充实饱满,间接增强坝体抵御外界压力的能力,增强约23%的力学强度;衔接处最终发生失稳破坏是结界处内部微小破坏逐渐扩展延伸的后果,因此择优选择衔接材料,注意衔接工艺的作业过程,减少衔接处内部的孔隙裂缝,是保证坝体安全稳定至关重要的步骤。

       

      Abstract: The stability of the joint between the groundwater reservoirs in the mined-out area of the mine is one of the key factors for the safety and stability of the entire underground reservoir. To investigate the deformation and failure law of the joint under the working conditions, laboratory simulation and FLAC3D numerical simulation technology were used to analyze and monitor the force and deformation of the joint under the working conditions. The experimental and simulation results show that the inside of the boundary between the dam and the joint is the part with the most severe pore water pressure; the softening effect of water reduces the mechanical properties of the contact surface, and the moisture immersed in the pore crack makes the specimen fuller, which indirectly enhances the ability of the dam to resist external pressure, and enhances the mechanical strength of about 23%; the ultimate instability and failure of the joint is the consequence of the gradual expansion and extension of the internal damage at the junction, so we choose the joint material and pay attention to the connection. Reducing the pore cracks inside the joint is a crucial step to ensure the safety and stability of the dam.

       

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