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    Thermal Conductivity Evolution of Saturated Clay under Consolidation Process

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    Author:
    H. M. Abuel-Naga
    ,
    D. T. Bergado
    ,
    A. Bouazza
    DOI: 10.1061/(ASCE)1532-3641(2008)8:2(114)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study on the thermal conductivity of a soft saturated clay (Bangkok clay) carried out in relation to an investigation into thermal ground improvement using prefabricated vertical drains. The thermal conductivity of clay specimens was measured, at different porosities and temperature levels, using a simple nondestructive steady-state test method. In addition, a theoretical mixture model to simulate the evolution of thermal conductivity of saturated fine-grained soils has been introduced. It is formulated in terms of thermal conductivity and volume fraction of each soil phase (solid and water), and a morphological parameter controlled by the soil fabric condition. The proposed model has been validated against thermal conductivity results reported in the literature and results obtained from the present investigation. Reasonable agreement has been obtained between the predicted and measured thermal conductivity values.
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      Thermal Conductivity Evolution of Saturated Clay under Consolidation Process

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    http://yetl.yabesh.ir/yetl1/handle/yetl/55148
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    contributor authorH. M. Abuel-Naga
    contributor authorD. T. Bergado
    contributor authorA. Bouazza
    date accessioned2017-05-08T21:32:05Z
    date available2017-05-08T21:32:05Z
    date copyrightMarch 2008
    date issued2008
    identifier other%28asce%291532-3641%282008%298%3A2%28114%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55148
    description abstractThis paper presents the results of a study on the thermal conductivity of a soft saturated clay (Bangkok clay) carried out in relation to an investigation into thermal ground improvement using prefabricated vertical drains. The thermal conductivity of clay specimens was measured, at different porosities and temperature levels, using a simple nondestructive steady-state test method. In addition, a theoretical mixture model to simulate the evolution of thermal conductivity of saturated fine-grained soils has been introduced. It is formulated in terms of thermal conductivity and volume fraction of each soil phase (solid and water), and a morphological parameter controlled by the soil fabric condition. The proposed model has been validated against thermal conductivity results reported in the literature and results obtained from the present investigation. Reasonable agreement has been obtained between the predicted and measured thermal conductivity values.
    publisherAmerican Society of Civil Engineers
    titleThermal Conductivity Evolution of Saturated Clay under Consolidation Process
    typeJournal Paper
    journal volume8
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2008)8:2(114)
    treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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