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    Factors Influencing Thermal Resistivity of Sands

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author:
    T. L. Brandon
    ,
    J. K. Mitchell
    DOI: 10.1061/(ASCE)0733-9410(1989)115:12(1683)
    Publisher: American Society of Civil Engineers
    Abstract: Although many engineering projects require assessment of the thermal properties of soils for use in heat transfer calculations, geotechnical engineers are often unfamiliar with procedures for measuring these properties. A simple test for measuring the thermal properties of soils, called the “thermal needle” test is described. The apparatus and procedure have been refined to allow measurement of the thermal resistivity of sands for conditions of elevated temperature, water content reduction by stage, drying, and long‐term saturation. Laboratory thermal needle tests were conducted using surge sand, silica sand, and Monterey 60 Sand; it was found that the thermal resistivity decreased with increasing temperature and increasing compaction water content. Also, the thermal resistivity of silica sand decreased with time of saturation. The test results are not only useful for study of thermal geotechnical problems, but could be used to interpret other structural and mechanical property characteristics of sands.
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      Factors Influencing Thermal Resistivity of Sands

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    contributor authorT. L. Brandon
    contributor authorJ. K. Mitchell
    date accessioned2017-05-08T20:35:13Z
    date available2017-05-08T20:35:13Z
    date copyrightDecember 1989
    date issued1989
    identifier other%28asce%290733-9410%281989%29115%3A12%281683%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20392
    description abstractAlthough many engineering projects require assessment of the thermal properties of soils for use in heat transfer calculations, geotechnical engineers are often unfamiliar with procedures for measuring these properties. A simple test for measuring the thermal properties of soils, called the “thermal needle” test is described. The apparatus and procedure have been refined to allow measurement of the thermal resistivity of sands for conditions of elevated temperature, water content reduction by stage, drying, and long‐term saturation. Laboratory thermal needle tests were conducted using surge sand, silica sand, and Monterey 60 Sand; it was found that the thermal resistivity decreased with increasing temperature and increasing compaction water content. Also, the thermal resistivity of silica sand decreased with time of saturation. The test results are not only useful for study of thermal geotechnical problems, but could be used to interpret other structural and mechanical property characteristics of sands.
    publisherAmerican Society of Civil Engineers
    titleFactors Influencing Thermal Resistivity of Sands
    typeJournal Paper
    journal volume115
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1989)115:12(1683)
    treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012
    contenttypeFulltext
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