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张聪, 梁经纬, 阳军生, 张贵金, 谢亦朋, 叶新田. 考虑区间分布的幂律流体脉动渗透注浆扩散机制研究[J]. 岩土工程学报, 2018, 40(11): 2120-2128. DOI: 10.11779/CJGE201811019
引用本文: 张聪, 梁经纬, 阳军生, 张贵金, 谢亦朋, 叶新田. 考虑区间分布的幂律流体脉动渗透注浆扩散机制研究[J]. 岩土工程学报, 2018, 40(11): 2120-2128. DOI: 10.11779/CJGE201811019
ZHANG Cong, LIANG Jin-wei, YANG Jun-sheng, ZHANG Gui-jin, XIE Yi-peng, YE Xin-tian. Diffusion mechanism of pulsating seepage grouting slurry with power-law fluid considering interval distribution[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2120-2128. DOI: 10.11779/CJGE201811019
Citation: ZHANG Cong, LIANG Jin-wei, YANG Jun-sheng, ZHANG Gui-jin, XIE Yi-peng, YE Xin-tian. Diffusion mechanism of pulsating seepage grouting slurry with power-law fluid considering interval distribution[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2120-2128. DOI: 10.11779/CJGE201811019

考虑区间分布的幂律流体脉动渗透注浆扩散机制研究

Diffusion mechanism of pulsating seepage grouting slurry with power-law fluid considering interval distribution

  • 摘要: 脉动注浆技术虽已得到了一定应用,但脉动压力下浆液的扩散机制研究则远滞后于工程实践。为了进一步推广和完善脉动注浆技术,基于注浆过程中脉动压力持续段流量恒定、压力间隔段流量为零的特点,考虑地层参数的不确定性,建立了脉动压力下幂律流体的渗透扩散模型,得到了脉动压力下幂律流体扩散半径的区间分布方程;设计了一套脉动渗透注浆模拟试验装置,得到了不同施工参数下幂律流体在地层内的分布形态;通过在数值模拟中构造脉动压力周期变化模型与孔隙率随机分布模型,实现了脉动压力下幂律流体渗透注浆浆液扩散过程的模拟。研究结果表明:脉动压力作用下幂律流体在地层内扩散范围并非是一个确定的量值,但基本集中在一定范围内,存在明显的扩散半径上下限;浆液扩散半径上下限受脉动注浆压力、脉动频率等影响明显,且上限差值随脉动注浆压力的增大而增大,浆液离散程度表现的更显著;理论计算、数值模拟与模型试验所得的浆液扩散半径随注浆压力的变化趋势一致,理论与数值计算得到的浆液扩散半径上下限数值误差均在可接受范围内,推导的理论公式和建立的数值模型均能较好的描述幂律流体在脉动压力下的扩散过程及区间分布。研究成果可为脉动渗透注浆理论、数值模拟以及实践工程提供一定的指导意义。

     

    Abstract: Although the pulsating grouting technology has been widely used, the diffusion mechanism of grout under fluctuating pressure is far behind the engineering practice. For the further promotion and perfection of the pulsation grouting technology, considering the uncertainties of the formation parameters, a permeable diffusion model for power-law fluid under pulsating pressure is established on the basis that the flow rate keeps constant in the sustained segment and zero in the interval segment. Also, the interval distribution equation for the diffusion radius of power-law fluid under pulsating pressure is obtained. Then, by using the designed pulsating seepage grouting simulation test devices, the distribution of power-law fluid in soil strata under different construction parameters is obtained. In numerical process, by constructing the pressure pulsation cycle model and pore rate random distribution model, the simulation of the diffusion process of grout under pulsating pressure infiltration of power-law fluid is also realized. The results show that the diffusion radius of power-law fluid under the pulsation pressure in the soil strata is not a definite value, but concentrated in a certain range with obvious upper and lower bounds, which is impacted significantly by the pulsating grouting pressure and pulsation frequency. With the increase of grouting pressure, the difference between the upper and lower bounds increases, and the dispersion degree appeares more obvious. Besides, the diffusion radii of grout obtained from theoretical calculation, numerical simulation and model tests show the same trend with the change of grouting pressure, and the calculated values from both theory and numerical simulation are acceptable compared to those of model tests. In general, the theoretical formula and the numerical model can describe the diffusion process and the interval distribution of power-law fluid under fluctuating

     

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