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contributor authorHai-nian Wang
contributor authorMing-jian Dou
date accessioned2017-05-08T21:14:10Z
date available2017-05-08T21:14:10Z
date copyrightMarch 2007
date issued2007
identifier other%28asce%290887-381x%282007%2921%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43788
description abstractBased on the problems of application of embankments with insulation in permafrost regions, a finite-element method (FEM) was adopted to analyze the influence on permafrost protection effects of the parameters such as insulation materials and thickness, embedded depth, annual mean permafrost temperature, and construction season timing. The FEM calculated results have shown that, in the long-term view of Qinghai-Tibet plateau with rising temperature, all embankments with insulation can protect the permafrost underneath and delay thawing of the permafrost table. The protection effects are related to insulation materials and thickness, embedded depth, construction season timing, and annual mean permafrost temperature. For the embankment design, the influence of all parameters should be taken into account comprehensively, and the most appropriate parameters group should be adopted to protect the permafrost most effectively.
publisherAmerican Society of Civil Engineers
titleDesign Parameters Analysis of Insulated Embankments in Qinghai-Tibet Plateau Permafrost Region
typeJournal Paper
journal volume21
journal issue1
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(2007)21:1(1)
treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 001
contenttypeFulltext


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