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dc.contributor.authorWen Zhi
dc.contributor.authorSheng Yu
dc.contributor.authorMa Wei
dc.date.accessioned2017-05-08T21:14:10Z
dc.date.available2017-05-08T21:14:10Z
dc.date.copyrightJune 2007
dc.date.issued2007
dc.identifier.other%28asce%290887-381x%282007%2921%3A2%2847%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43791
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleNumerical Evaluation of Insulation Application to Embankment of Qinghai–Tibetan Highway
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue2
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2007)21:2(47)
dc.treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 002
dc.contenttypeFulltext


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