Multi-field numerical modeling of slurry infiltration in saturated soil

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Acta Geotechnica Pub Date : 2024-04-16 DOI:10.1007/s11440-024-02330-y
Maosong Huang, Jianxin Ning, Jian Yu
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Abstract

Existing numerical methods for modeling slurry infiltration often employ a fluid continuity equation commonly used in groundwater flow analysis. However, it is essential to account for the changes in fluid density and viscosity due to shifts in slurry concentration. In view of this, a multi-field numerical model is developed to simulate the slurry infiltration in saturated soil considering the coupling relationship between particle transportation, fluid seepage, and soil deformation. The governing equations of slurry infiltration are derived based on the mass conservation law. The permeability coefficient is modified through spatiotemporal variation of slurry viscosity, which is governed by concentration modifications. The calculated results are validated using the existing test data, which rectifies the issue of non-conservation of mass in the existing model based on the continuity condition of the liquid phase. Finally, the method is applied to a model of a slurry trench to simulate the process of slurry infiltration, including the spatiotemporal variation of deposition, fluid pressure, and concentration. The time of mud cake formation is determined based on the pressure–time distribution. It is found that the time of mud cake formation in the slurry trench can be shortened by increasing the slurry concentration.

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饱和土壤中泥浆渗透的多场数值模拟
现有的泥浆渗透建模数值方法通常采用地下水流分析中常用的流体连续性方程。但是,必须考虑到泥浆浓度变化引起的流体密度和粘度变化。有鉴于此,考虑到颗粒运输、流体渗流和土壤变形之间的耦合关系,我们开发了一种多场数值模型来模拟饱和土壤中的泥浆渗透。泥浆渗透的控制方程是根据质量守恒定律推导出来的。渗透系数通过浆液粘度的时空变化进行修正,而浆液粘度则受浓度修正的制约。计算结果利用现有测试数据进行了验证,从而纠正了现有模型中基于液相连续性条件的质量不守恒问题。最后,将该方法应用于泥浆沟模型,模拟泥浆渗透过程,包括沉积、流体压力和浓度的时空变化。根据压力-时间分布确定泥饼形成时间。研究发现,提高泥浆浓度可缩短泥浆沟中泥饼的形成时间。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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