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    An Analysis of the Thermal Fixation of Pilings

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 002::page 236
    Author:
    J. P. Callinan
    DOI: 10.1115/1.3230909
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Pilings, fixed in place with frozen sand-water fill, are used as foundations in regions of the world where the ground is permanently frozen. The heat transfer processes in the piling-fill-ground-ambient air system have been studied using a finite difference formulation of the heat conduction equation. A composite ground with a time-varying snow layer and time-varying meteorological conditions, typical of the North Slope of Alaska, are considered. The method of analysis is verified by comparing the computed thermal history of the natural ground with temperature measurements in the ground. This study indicates that when a piling is first set in the ground (in the late winter) the fill freezes completely in two days, that the system reaches a condition of periodic steady state within two weeks, that seasonal thawing of the sand-water fill will extend no more than 0.3m deeper than the seasonal thawing of the natural ground, and that the temperature of the ground adjacent to the fill is within 1°C of the temperature of the unaffected ground.
    keyword(s): Pilings (Building) , Thawing , Sands , Temperature , Water , Heat transfer , Composite materials , Temperature measurement , Heat conduction , Equations AND Steady state ,
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      An Analysis of the Thermal Fixation of Pilings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/96975
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    contributor authorJ. P. Callinan
    date accessioned2017-05-08T23:15:19Z
    date available2017-05-08T23:15:19Z
    date copyrightJune, 1983
    date issued1983
    identifier issn0195-0738
    identifier otherJERTD2-26390#236_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96975
    description abstractPilings, fixed in place with frozen sand-water fill, are used as foundations in regions of the world where the ground is permanently frozen. The heat transfer processes in the piling-fill-ground-ambient air system have been studied using a finite difference formulation of the heat conduction equation. A composite ground with a time-varying snow layer and time-varying meteorological conditions, typical of the North Slope of Alaska, are considered. The method of analysis is verified by comparing the computed thermal history of the natural ground with temperature measurements in the ground. This study indicates that when a piling is first set in the ground (in the late winter) the fill freezes completely in two days, that the system reaches a condition of periodic steady state within two weeks, that seasonal thawing of the sand-water fill will extend no more than 0.3m deeper than the seasonal thawing of the natural ground, and that the temperature of the ground adjacent to the fill is within 1°C of the temperature of the unaffected ground.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAn Analysis of the Thermal Fixation of Pilings
    typeJournal Paper
    journal volume105
    journal issue2
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3230909
    journal fristpage236
    journal lastpage240
    identifier eissn1528-8994
    keywordsPilings (Building)
    keywordsThawing
    keywordsSands
    keywordsTemperature
    keywordsWater
    keywordsHeat transfer
    keywordsComposite materials
    keywordsTemperature measurement
    keywordsHeat conduction
    keywordsEquations AND Steady state
    treeJournal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 002
    contenttypeFulltext
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