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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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