Pore-scale simulation of soil water retention curves using DEM-derived pore networks

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Nazanin Mahboobi Motlagh, Arman Khoshghalb, Nasser Khalili
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引用次数: 0

Abstract

This study presents a pore-scale modelling approach for simulating the soil–water retention curves (SWRCs) of silty sands and sands using a pore network model (PNM) applied to artificially generated non-uniform sphere packs. The adopted approach enables detailed analysis of pore size distribution (PSD) and its dependency on key soil properties, including void ratio, grain size distribution (GSD), and soil fabric, thereby offering mechanistic insights into the observed SWRC behaviour. Compared to experimental techniques, this method offers a superior ability to isolate the effects of individual parameters. Furthermore, coupling the PNM with a constructed sphere pack provides a framework for future investigations into the influence of soil moisture on micro-mechanical interactions among particles.
In the proposed method, soil samples are represented as sphere packings generated using a discrete element method (DEM) platform, with their pore spaces idealised as networks of pore bodies connected by pore throats. SWRCs are then derived by applying varying capillary pressures to the pore network. The approach is thoroughly validated against experimental data from the literature before being employed to investigate the effects of void ratio, GSD, and soil fabric on soil water retention behaviour.
It is shown that the model successfully reproduces the hysteresis effect in SWRCs, highlighting the impact of capillary forces and pore connectivity on wetting and drying cycles. The effects of particle size and GSD on the retention behaviour is also examined. Finally, the influence of soil fabric is briefly explored by comparing samples prepared to the same void ratio but subject to different loading paths, namely, one-dimensional and isotropic compressions.
基于dem的孔隙网络的土壤保水曲线孔隙尺度模拟
本文提出了一种孔隙尺度的建模方法,利用孔隙网络模型(PNM)模拟粉质砂和砂的土壤-水保持曲线(SWRCs),该模型应用于人工生成的非均匀球包。采用的方法可以详细分析孔隙尺寸分布(PSD)及其对关键土壤特性的依赖,包括孔隙比、粒度分布(GSD)和土壤结构,从而为观察到的SWRC行为提供机理见解。与实验技术相比,该方法提供了隔离单个参数影响的优越能力。此外,将PNM与构建的球体包相结合,为未来研究土壤湿度对颗粒间微力学相互作用的影响提供了一个框架。在提出的方法中,土壤样品被表示为使用离散单元法(DEM)平台生成的球体填料,其孔隙空间被理想化为由孔喉连接的孔体网络。然后通过对孔隙网络施加不同的毛管压力来推导出swrc。在研究孔隙比、GSD和土壤结构对土壤保水行为的影响之前,该方法经过了文献实验数据的彻底验证。结果表明,该模型成功地再现了SWRCs中的滞后效应,突出了毛细力和孔隙连通性对干湿循环的影响。还研究了粒径和GSD对截留行为的影响。最后,通过比较相同孔隙比下不同加载路径(即一维压缩和各向同性压缩)下的样品,简要探讨了土体结构的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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