{"title":"Coupled heat and moisture migration in unsaturated soils subjected to thermal gradients","authors":"Arvind Kumar , Asal Bidarmaghz , Arman Khoshghalb , Kenichi Soga","doi":"10.1016/j.compgeo.2024.106893","DOIUrl":null,"url":null,"abstract":"<div><div>Various mathematical formulations have been proposed to model moisture migration coupled with heat transfer in unsaturated soils under non-isothermal conditions. These formulations adopt different assumptions and approaches to incorporating phase change phenomena. This has led to confusion when assessing the performance of ground heat exchangers in unsaturated soils. This research provides insights into the development of fully coupled hydro-thermal numerical models for partially saturated soils under thermal loading. The multiphysics phenomenon involved is clearly discussed, and the governing equations are presented for both the equilibrium phase change (EPC) and non-equilibrium phase change (NEPC) approaches. A parallel comparison is then made between the two approaches through the estimation of variation in the degree of saturation in unsaturated soils when subjected to thermal gradients. The suitability of the two approaches for numerical modeling of unsaturated soils in the context of ground heat exchangers is then discussed. Considering the uncertainties in parameter identification, the results indicate that the EPC approach is sufficiently accurate and is often preferred over the NEPC approach in hydro-thermal modeling of ground heat exchangers in unsaturated soils.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"177 ","pages":"Article 106893"},"PeriodicalIF":5.3000,"publicationDate":"2024-11-07","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/S0266352X24008322","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}
引用次数: 0
Abstract
Various mathematical formulations have been proposed to model moisture migration coupled with heat transfer in unsaturated soils under non-isothermal conditions. These formulations adopt different assumptions and approaches to incorporating phase change phenomena. This has led to confusion when assessing the performance of ground heat exchangers in unsaturated soils. This research provides insights into the development of fully coupled hydro-thermal numerical models for partially saturated soils under thermal loading. The multiphysics phenomenon involved is clearly discussed, and the governing equations are presented for both the equilibrium phase change (EPC) and non-equilibrium phase change (NEPC) approaches. A parallel comparison is then made between the two approaches through the estimation of variation in the degree of saturation in unsaturated soils when subjected to thermal gradients. The suitability of the two approaches for numerical modeling of unsaturated soils in the context of ground heat exchangers is then discussed. Considering the uncertainties in parameter identification, the results indicate that the EPC approach is sufficiently accurate and is often preferred over the NEPC approach in hydro-thermal modeling of ground heat exchangers in unsaturated soils.
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.