孔隙介质孔隙率对注浆改造影响的试验研究

    Experimental study on the influence of porosity on grouting reconstruction effect in porous media

    • 摘要: 为了分析孔隙介质孔隙率对松散层注浆改造效果的影响,采用室内试验的方法,围绕不同孔隙率对浆液在孔隙介质中的渗透性能和扩散范围展开研究。试验研究表明,浆液在孔隙介质中的渗透扩散半径与其孔隙率有关,当孔隙介质孔隙率低于25%时,浆液扩散半径会迅速减小;当孔隙介质孔隙率高于25%时,浆液扩散半径缓慢增大;注浆改造能够显著提高孔隙介质的防渗能力,距注浆孔越近的被注介质的渗透系数越小,防渗能力越强,防渗能力最高可提升约99%;在无水环境下对孔隙介质进行注浆改造时,结石体形态多为圆台型,浆液扩散半径上窄下宽。该研究成果可为松散层注浆防渗改造提供理论支持。

       

      Abstract: In order to analyze the influence of porosity of porous media on the effectiveness of grouting in loose layers, indoor experiments are conducted to study the permeability and diffusion range of slurry in porous media under different porosities. Experimental studies have shown that the diffusion radius of slurry in porous media is related to its porosity. When the porosity of the porous media is below 25%, the diffusion radius of slurry will rapidly decrease; when the porosity of the porous medium exceeds 25%, the diffusion radius of the slurry slowly increases; grouting reconstruction can significantly improve the anti-seepage ability of porous media. The closer the injection hole is, the smaller the permeability coefficient of the injected medium, the stronger the anti-seepage ability, and the highest anti-seepage ability can be increased by about 99%; when grouting and reconstruction porous media in an anhydrous environment, the shape of the stone body is mostly a circular cone, with a narrow diffusion radius of the slurry. This research achievement can provide theoretical support for the anti-seepage reconstruction of loose layer grouting.

       

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