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    Two-Dimensional Model of Coupled Heat and Moisture Transport in Frost-Heaving Soils

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 003::page 336
    Author:
    G. L. Guymon
    ,
    T. V. Hromadka
    ,
    R. L. Berg
    DOI: 10.1115/1.3231062
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A two-dimensional model of coupled heat and moisture flow in frost-heaving soils is developed based upon well known equations of heat and moisture flow in soils. Numerical solution is by the nodal domain integration method which includes the integrated finite difference and the Galerkin finite element methods. Solution of the phase change process is approximated by an isothermal approach and phenomenological equations are assumed for processes occurring in freezing or thawing zones. The model has been verified against experimental one-dimensional freezing soil column data and experimental two-dimensional soil thawing tank data as well as two-dimensional soil seepage data. The model has been applied to several simple but useful field problems such as roadway embankment freezing and frost heaving.
    keyword(s): Heat , Soil , Freezing , Flow (Dynamics) , Thawing , Equations , Seepage (Hydrology) , Finite element methods AND Levees ,
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      Two-Dimensional Model of Coupled Heat and Moisture Transport in Frost-Heaving Soils

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/98289
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    • Journal of Energy Resources Technology

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    contributor authorG. L. Guymon
    contributor authorT. V. Hromadka
    contributor authorR. L. Berg
    date accessioned2017-05-08T23:17:33Z
    date available2017-05-08T23:17:33Z
    date copyrightSeptember, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26400#336_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98289
    description abstractA two-dimensional model of coupled heat and moisture flow in frost-heaving soils is developed based upon well known equations of heat and moisture flow in soils. Numerical solution is by the nodal domain integration method which includes the integrated finite difference and the Galerkin finite element methods. Solution of the phase change process is approximated by an isothermal approach and phenomenological equations are assumed for processes occurring in freezing or thawing zones. The model has been verified against experimental one-dimensional freezing soil column data and experimental two-dimensional soil thawing tank data as well as two-dimensional soil seepage data. The model has been applied to several simple but useful field problems such as roadway embankment freezing and frost heaving.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleTwo-Dimensional Model of Coupled Heat and Moisture Transport in Frost-Heaving Soils
    typeJournal Paper
    journal volume106
    journal issue3
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231062
    journal fristpage336
    journal lastpage343
    identifier eissn1528-8994
    keywordsHeat
    keywordsSoil
    keywordsFreezing
    keywordsFlow (Dynamics)
    keywordsThawing
    keywordsEquations
    keywordsSeepage (Hydrology)
    keywordsFinite element methods AND Levees
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 003
    contenttypeFulltext
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