WANG Peng-cheng, YAN Xue-song, SUN Xing-liang, et al. Permeation grouting mechanism of rapid-setting chemical grout considering space-time variation of viscosity characteristics[J]. 2024, 45(12): 3668-3680.
DOI:
WANG Peng-cheng, YAN Xue-song, SUN Xing-liang, et al. Permeation grouting mechanism of rapid-setting chemical grout considering space-time variation of viscosity characteristics[J]. 2024, 45(12): 3668-3680.DOI: 10.16285/j.rsm.2024.0252.
Permeation grouting mechanism of rapid-setting chemical grout considering space-time variation of viscosity characteristics
The rapid-setting two-component chemical grout needs to be achieved by static mixing
resulting in temporal and spatial variations in grout viscosity. We used poliurethane/water glass grout as the typical rapid-setting chemical grout. We studied the permeation grouting mechanism considering space-time variation in viscosity. We conducted the time-varying viscosity test of rapid-setting chemical grout. We derived equations for one-dimensional permeation grouting that describe the space-time distribution of viscosity
permeation motion
and the evolution of grouting pressure. We further derived equations for three-dimensional spherical and cylindrical permeation grouting that describe the space-time distribution of viscosity
permeation motion
and the evolution of grouting pressure. We established a theory of spherical and cylindrical permeation grouting
taking into account the space-time variation of viscosity. We compared the results of laboratory experiments and numerical simulations with the derived theoretical equations. According to the results
the viscosity of rapid-setting chemical grout increases exponentially with time. Compared with the traditional Karol permeation grouting theory
the permeation radius predicted by our grouting theory was closer to the experimental results. The described permeation grouting phenomenon aligned well with the numerical simulation results. The experimental and numerical data collectively validate the precision and accuracy of our proposed theory.
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运用渗流力学理论,对饱和砂层在毛细力作用下的平面径向流、球形向心流两种渗透性注浆模型进行了推导,得到了球形和柱形渗透性注浆扩散公式。以球形扩散公式为例,结合工程实例并与常用的Maag球形扩散公式进行比较,结果表明,由Maag公式计算注浆所需时间偏小,文中公式更接近工程实际。最后探讨了注浆参数对扩散半径的影响,表明扩散半径对注浆参数的变化均较敏感,文中公式与Maag公式所得到的变化趋势基本一致。 1. Department of Civil Engineering, Nanchang Institute of Technology, Nanchang 330099, China
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