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矸石固体充填散体材料注浆扩散试验研究

Experimental study on grouting diffusion of gangue solid filling bulk materials

  • 摘要: 为得到整体性好、抗压强度高的胶结充填体,对级配矸石散体材料进行注浆扩散研究。基于幂律流体流变方程和渗流运动方程建立了柱形扩散理论公式,并应用COMSOL Multiphysics模拟软件对浆液扩散进行了数值模拟,得到浆液扩散半径与材料孔隙率、水灰比和注浆压力成正相关。通过设计正交试验对级配矸石散体材料进行注浆扩散试验研究。试验结果表明,当压实力为0.8 MPa,矸石粒径级配方案为A1,水灰比为0.5:1时,胶结体3 d强度能达到3.23 MPa,21 d能达到6.28 MPa,21 d胶结体平均弹性模量为19 425.4 MPa,胶结体抗压强度在养护前期增长明显,充填体整体性和力学性能得到很大改善。通过数值模拟及注浆扩散试验验证了注浆扩散规律,研究结果可为优化矸石散体材料注浆参数设计提供参考。

     

    Abstract: Grouting diffusion on graded gangue bulk materials is proposed, aiming toobtain the cementing stowing body with good integrity,and high compressive strength. Based on the exponential fluid flow equation and seepage motion equation,the theoretical equation of cylindrical diffusion is established. The slurry diffusion is numerically simulated by COMSOL Multiphysics. It is found that the slurry diffusion radius is positively correlated with the materials porosity,water-cement ratio and grouting pressure. Orthogonal test is designed to study the grouting diffusion of graded gangue bulk materials. The results show that when the compaction strength is 0.8 MPa,the gangue particle size gradation scheme is A1,and the water-cement ratio is 0.5:1,the strength of cementing body can reach 3.23 MPa in 3 days,6.28 MPa in 21 days,and the average elastic modulus is 19 425.4 MPa in 21 days. The compressive strength of the cementing body increases obviously in the early curing stage,and the integrity and mechanical properties of the filling body are greatly improved. The grouting diffusion law is verified through numerical simulation and grouting diffusion experiment. The results provide reference for optimizing the grouting parameters design of gangue bulk materials.

     

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