{"title":"基于dem的孔隙网络的土壤保水曲线孔隙尺度模拟","authors":"Nazanin Mahboobi Motlagh, Arman Khoshghalb, Nasser Khalili","doi":"10.1016/j.compgeo.2025.107625","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div><div>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.</div><div>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.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"189 ","pages":"Article 107625"},"PeriodicalIF":6.2000,"publicationDate":"2025-09-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Pore-scale simulation of soil water retention curves using DEM-derived pore networks\",\"authors\":\"Nazanin Mahboobi Motlagh, Arman Khoshghalb, Nasser Khalili\",\"doi\":\"10.1016/j.compgeo.2025.107625\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div><div>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.</div><div>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.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"189 \",\"pages\":\"Article 107625\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-09-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X25005749\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25005749","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Pore-scale simulation of soil water retention curves using DEM-derived pore networks
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.
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.