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    Coupled Temperature/Capillary Potential Variations in Unsaturated Soil

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
    Author:
    Hywel Rhys Thomas
    ,
    Stephen Daniel King
    DOI: 10.1061/(ASCE)0733-9399(1991)117:11(2475)
    Publisher: American Society of Civil Engineers
    Abstract: A new form of a capillary potential/temperature formulation of heat and mass transfer in unsaturated soil is presented. Moisture transfer in both the vapor and liquid phases and heat transfer by means of conduction and latent heat of vaporization effects are accommodated in a one‐dimensional approach. A numerical solution of the complete formulation is then developed, based on the use of the finite‐element method, to describe spatial variations and a finite‐difference time‐stepping scheme to model transient behavior. The application of the model is then presented, making use of material parameters that have been independently established for all the soil properties specified in the formulation. A comprehensive, consistent approach is therefore claimed to be proposed. The results obtained are shown to be qualitatively correct throughout, conforming with physically realistic behavior. For a number of aspects of the work, it proved possible to examine precisely the validity of the results achieved, and in all those cases the model was found to be valid. Comparisons of the solutions with those obtained from other numerical approaches yield excellent correlations.
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      Coupled Temperature/Capillary Potential Variations in Unsaturated Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83392
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    contributor authorHywel Rhys Thomas
    contributor authorStephen Daniel King
    date accessioned2017-05-08T22:36:05Z
    date available2017-05-08T22:36:05Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A11%282475%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83392
    description abstractA new form of a capillary potential/temperature formulation of heat and mass transfer in unsaturated soil is presented. Moisture transfer in both the vapor and liquid phases and heat transfer by means of conduction and latent heat of vaporization effects are accommodated in a one‐dimensional approach. A numerical solution of the complete formulation is then developed, based on the use of the finite‐element method, to describe spatial variations and a finite‐difference time‐stepping scheme to model transient behavior. The application of the model is then presented, making use of material parameters that have been independently established for all the soil properties specified in the formulation. A comprehensive, consistent approach is therefore claimed to be proposed. The results obtained are shown to be qualitatively correct throughout, conforming with physically realistic behavior. For a number of aspects of the work, it proved possible to examine precisely the validity of the results achieved, and in all those cases the model was found to be valid. Comparisons of the solutions with those obtained from other numerical approaches yield excellent correlations.
    publisherAmerican Society of Civil Engineers
    titleCoupled Temperature/Capillary Potential Variations in Unsaturated Soil
    typeJournal Paper
    journal volume117
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:11(2475)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
    contenttypeFulltext
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