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    Numerical Evaluation of Insulation Application to Embankment of Qinghai–Tibetan Highway

    Source: Journal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 002
    Author:
    Wen Zhi
    ,
    Sheng Yu
    ,
    Ma Wei
    DOI: 10.1061/(ASCE)0887-381X(2007)21:2(47)
    Publisher: American Society of Civil Engineers
    Abstract: In many cases, protecting permafrost from further thaw due to human activities might be the first choice for embankment design in permafrost regions. Two-dimensional finite-element analysis was conducted, in which phase change was taken into consideration to simulate the thermal regime of the Qinghai–Tibetan Highway with extruded polystyrenes. Based on the predicted maximum thaw depth in the following 50 years, a better position for insulation and the optimum thickness of insulation were presented and a reasonable width of insulation and the right construction season were suggested. The applicable range of insulation in embankment engineering of the Qinghai-Tibetan Highway in terms of mean annual air temperature was also suggested and the influence of geothermal field of permafrost on the applicable range of the insulation was discussed.
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      Numerical Evaluation of Insulation Application to Embankment of Qinghai–Tibetan Highway

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43791
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    • Journal of Cold Regions Engineering

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    contributor authorWen Zhi
    contributor authorSheng Yu
    contributor authorMa Wei
    date accessioned2017-05-08T21:14:10Z
    date available2017-05-08T21:14:10Z
    date copyrightJune 2007
    date issued2007
    identifier other%28asce%290887-381x%282007%2921%3A2%2847%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43791
    description abstractIn many cases, protecting permafrost from further thaw due to human activities might be the first choice for embankment design in permafrost regions. Two-dimensional finite-element analysis was conducted, in which phase change was taken into consideration to simulate the thermal regime of the Qinghai–Tibetan Highway with extruded polystyrenes. Based on the predicted maximum thaw depth in the following 50 years, a better position for insulation and the optimum thickness of insulation were presented and a reasonable width of insulation and the right construction season were suggested. The applicable range of insulation in embankment engineering of the Qinghai-Tibetan Highway in terms of mean annual air temperature was also suggested and the influence of geothermal field of permafrost on the applicable range of the insulation was discussed.
    publisherAmerican Society of Civil Engineers
    titleNumerical Evaluation of Insulation Application to Embankment of Qinghai–Tibetan Highway
    typeJournal Paper
    journal volume21
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(2007)21:2(47)
    treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 002
    contenttypeFulltext
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