Key Laboratory of Mining Geological Hazards Disaster Mechanism, Prevention and Control, Ministry of Natural Resources, Xi'an, China.
China Coal Industry Xi'an Research Institute (Group) Co., Ltd, Xi'an, China.
PLoS One. 2024 Feb 29;19(2):e0297151. doi: 10.1371/journal.pone.0297151. eCollection 2024.
In this study, the slurry diffusion in a cavity filled with coal gangue was studied by combining experimental and numerical simulation methods. By calibrating slurry and particle materials, the grouting process in coal gangue filling area is simulated successfully, and the change of slurry diffusion flow field and particle movement and settling process in different dimensions are deeply analyzed. Both experimental and numerical simulation results show that the particle settlement presents a bell-shaped curve, which is of great significance for understanding the particle movement and settlement behavior in the filling cavity. In addition, it is found that the grouting speed has a significant effect on the particle settlement during the slurry diffusion process. When the grouting speed increases from 0.1m /s to 0.2m /s, the particle settlement and diffusion range increases about twice. In the plane flow field, it is observed that the outward diffusion trend and speed of grouting are more obvious. It is worth noting that in the whole process of grouting, it is observed that with the increase of grouting distance and depth, both the velocity of slurry and particles show a trend of rapid initial decline and gradually slow down, and the flow velocity of slurry near the grouting outlet at a flow rate of 0.2m/s is 2-4 times that of 0.1m/s. This provides important enlightenment for the porous seepage effect at different grouting speeds.
本研究采用实验与数值模拟相结合的方法,研究了充填体中煤矸石腔内的浆体扩散。通过对浆体和颗粒材料进行标定,成功模拟了煤矸石充填区的注浆过程,深入分析了不同尺寸下浆体扩散流场和颗粒运动及沉降过程的变化。实验和数值模拟结果均表明,颗粒沉降呈现钟形曲线,这对于理解充填腔内颗粒的运动和沉降行为具有重要意义。此外,研究还发现,在浆体扩散过程中,注浆速度对颗粒沉降有显著影响。当注浆速度从 0.1m/s 增加到 0.2m/s 时,颗粒沉降和扩散范围增加了约两倍。在平面流场中,可以观察到注浆的向外扩散趋势和速度更加明显。值得注意的是,在整个注浆过程中,随着注浆距离和深度的增加,浆体和颗粒的速度均表现出快速初始下降和逐渐减慢的趋势,注浆速度为 0.2m/s 时,靠近注浆出口处的浆体流速是 0.1m/s 的 2-4 倍。这为不同注浆速度下的多孔渗流效应提供了重要启示。