A numerical solution for unsteady permeation grouting of Bingham grout in saturated porous media considering the threshold pressure gradient

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2025-02-20 DOI:10.1016/j.compgeo.2025.107138
Zhengyu Wang , Guangsi Zhao , Yang Zhou , Minghui Ren
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Abstract

To overcome the limitations of steady-state analysis in traditional permeation theory, this study presents an unsteady-state permeation model for Bingham grout flow in saturated porous media under high confining pressures. The model incorporates the threshold pressure gradient (TPG) for Bingham fluid dynamics, which is grounded in two-phase flow principles, to provide a more accurate representation of grout behaviour under these conditions. By utilizing the finite volume method, the fluid partial differential governing equations are discretized, and a custom-designed program is developed to obtain numerical solutions. The program dynamically monitors the pressure gradient at the Bingham grout front, and upon reaching the TPG, adjusts the calculations to accurately track the movement of the grout. The research results indicate the following: (1) The accuracy of numerical solutions depends on the time and spatial step sizes. A time step below 0.1 s limits the errors in the grouting volume and diffusion radius to 2.000 % and 4.32 %, respectively. A spatial step of 0.02 m reduces errors to 4.21 % and 3.85 %, balancing accuracy and efficiency. (2) The numerical solution reveals a nonlinear decrease in grout pressure, with a sharp decrease of up to 74.14 % within 2 m of the grouting pipe before stabilizing near the diffusion front. (3) The slow dissipation of pore water in high-pressure saturated porous media hinders the diffusion and transmission of grouting pressure, thereby limiting the grouting rate. (4) Larger TPGs and smaller pressure ratios hinder grout diffusion, whereas a pressure ratio greater than 2 significantly enhances diffusion, and increasing the TPG from 0.1 MPa/m to 10 MPa/m reduces the maximum diffusion distance by up to 8.11 times. These findings enhance the understanding of grout permeation and diffusion in highly confining pressure-saturated porous media, providing valuable insights for optimizing grouting strategies.
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考虑阈值压力梯度的饱和多孔介质中Bingham浆液非定常渗透注浆数值解
为克服传统渗流理论中稳态分析的局限性,提出了高围压下饱和多孔介质中Bingham浆液渗流的非稳态渗流模型。该模型结合了Bingham流体动力学的阈值压力梯度(TPG),该模型以两相流原理为基础,可以更准确地表示这些条件下的浆液行为。利用有限体积法对流体偏微分控制方程进行离散化,并编制了数值求解程序。该程序动态监测Bingham浆液前缘的压力梯度,并在到达TPG后调整计算以准确跟踪浆液的运动。研究结果表明:(1)数值解的精度取决于时间和空间步长。当时间步长小于0.1 s时,注浆体积和扩散半径的误差分别限制在2.000 %和4.32%。0.02 m的空间步长将误差降低到4.21%和3.85%,平衡了精度和效率。(2)数值解显示注浆压力呈非线性下降,在注浆管2 m范围内急剧下降,下降幅度高达74.14%,并在扩散锋附近趋于稳定。(3)高压饱和多孔介质中孔隙水耗散缓慢,阻碍了注浆压力的扩散和传递,从而限制了注浆速率。(4)较大的压力比和较小的压力比会阻碍浆液扩散,而压力比大于2会显著促进浆液扩散,将TPG从0.1 MPa/m增加到10 MPa/m,最大扩散距离减少8.11倍。这些发现增强了对高围压饱和多孔介质中浆液渗透和扩散的认识,为优化注浆策略提供了有价值的见解。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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