Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime

The response model subjected to coupled effect of thermo-hydro-mechano-chemical (THMC) was built in the context of basic theories in the polyporous polyphasic medium mechanics, the mixture theory in the continuum mechanics, and the thermodynamic theories. The finite element discretization of the res...

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Main Authors: Jie Liu, Pan Chen, Zheng Lu, Hailin Yao
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2018/4089612
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author Jie Liu
Pan Chen
Zheng Lu
Hailin Yao
author_facet Jie Liu
Pan Chen
Zheng Lu
Hailin Yao
author_sort Jie Liu
collection DOAJ
description The response model subjected to coupled effect of thermo-hydro-mechano-chemical (THMC) was built in the context of basic theories in the polyporous polyphasic medium mechanics, the mixture theory in the continuum mechanics, and the thermodynamic theories. The finite element discretization of the response model was implemented based on the Galerkin method. The processes of salt leaching and accumulating were analyzed in the numerical results. The results among the numerical results and measured results were compared and discussed. Finally, the solutes migration rule of the soil subjected to the atmosphere eluviations was revealed, and the reasonableness of the coupling model and the finite element method was proved. The agreement between the numerical and the measured results was good, which indicates that the THMC model and finite element program were useful in solving the coupling problems of unsaturated soil. Moreover, the salt dissolution process has a larger effect on the salt movement compared to that of the salt accumulation process. Comparing with the salt leaching effect caused by rainfall, the salt accumulation effect caused by evaporation was smaller.
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id doaj-art-2b4162c3be0f48a4b1c0bcfb3bd5c62b
institution Kabale University
issn 1468-8115
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language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Geofluids
spelling doaj-art-2b4162c3be0f48a4b1c0bcfb3bd5c62b2025-02-03T01:12:02ZengWileyGeofluids1468-81151468-81232018-01-01201810.1155/2018/40896124089612Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with LimeJie Liu0Pan Chen1Zheng Lu2Hailin Yao3State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, ChinaThe response model subjected to coupled effect of thermo-hydro-mechano-chemical (THMC) was built in the context of basic theories in the polyporous polyphasic medium mechanics, the mixture theory in the continuum mechanics, and the thermodynamic theories. The finite element discretization of the response model was implemented based on the Galerkin method. The processes of salt leaching and accumulating were analyzed in the numerical results. The results among the numerical results and measured results were compared and discussed. Finally, the solutes migration rule of the soil subjected to the atmosphere eluviations was revealed, and the reasonableness of the coupling model and the finite element method was proved. The agreement between the numerical and the measured results was good, which indicates that the THMC model and finite element program were useful in solving the coupling problems of unsaturated soil. Moreover, the salt dissolution process has a larger effect on the salt movement compared to that of the salt accumulation process. Comparing with the salt leaching effect caused by rainfall, the salt accumulation effect caused by evaporation was smaller.http://dx.doi.org/10.1155/2018/4089612
spellingShingle Jie Liu
Pan Chen
Zheng Lu
Hailin Yao
Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime
Geofluids
title Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime
title_full Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime
title_fullStr Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime
title_full_unstemmed Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime
title_short Numerical Analysis Method considering Coupled Effects of THMC Multifields on Unsaturated Expansive Soil Subgrade Treated with Lime
title_sort numerical analysis method considering coupled effects of thmc multifields on unsaturated expansive soil subgrade treated with lime
url http://dx.doi.org/10.1155/2018/4089612
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AT panchen numericalanalysismethodconsideringcoupledeffectsofthmcmultifieldsonunsaturatedexpansivesoilsubgradetreatedwithlime
AT zhenglu numericalanalysismethodconsideringcoupledeffectsofthmcmultifieldsonunsaturatedexpansivesoilsubgradetreatedwithlime
AT hailinyao numericalanalysismethodconsideringcoupledeffectsofthmcmultifieldsonunsaturatedexpansivesoilsubgradetreatedwithlime