An LBM study on the local fluid flow in irregular monodisperse granular assemblies from DEM: Effects of particle shape

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2024-10-14 DOI:10.1016/j.compgeo.2024.106817
Jie Qi , Wenbin Fei , Guillermo A. Narsilio
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Abstract

The estimation of permeability in granular materials such as sands is essential to various engineering applications. The permeability of granular assemblies is fundamentally influenced by their microstructures, especially for irregular particle assemblies. However, the links between such intrinsic morphological complexity of natural geo-materials and the hydraulic properties are still largely unexplored. This research bridges this gap with an advanced workflow that combines image processing, Lattice Boltzmann Method (LBM), and the non-spherical Discrete Element Method (DEM). The geometries of five natural sand particles with distinct shapes are extracted from micro–Computed Tomography images. Each of them is used to generate monodisperse assemblies with varied porosity, through a sphero-polyhedra-based DEM for irregular particles. Then, the pore fluid flow patterns inside the assemblies are unveiled using LBM. Results show that particle shape has a significant impact on fluid flow and velocity distribution and thus on permeability, tortuosity, and the hydraulic anisotropy.
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利用 DEM 对不规则单分散颗粒集合体中的局部流体流动进行 LBM 研究:颗粒形状的影响
估算砂等颗粒材料的渗透性对各种工程应用至关重要。颗粒集合体的渗透性从根本上受到其微观结构的影响,尤其是不规则颗粒集合体。然而,天然地质材料的这种内在形态复杂性与水力特性之间的联系在很大程度上仍未得到探索。本研究采用先进的工作流程,结合图像处理、格点玻尔兹曼法(LBM)和非球形离散元素法(DEM),弥补了这一空白。从微型计算机断层扫描图像中提取了五种不同形状的天然沙粒的几何形状。通过基于球多面体的不规则颗粒 DEM,每个颗粒都被用来生成具有不同孔隙率的单分散组合体。然后,利用 LBM 揭示组装体内部的孔隙流体流动模式。结果表明,颗粒形状对流体流动和速度分布有重大影响,因此对渗透率、迂回度和水力各向异性也有重大影响。
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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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