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contributor authorWu Qingbai
contributor authorZhao Shiyun
contributor authorMa Wei
contributor authorZhang Luxin
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%2860%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43792
description abstractConstruction of the Qinghai-Xizang Railroad (QXR) in permafrost regions presents a number of significant engineering problems. The engineering properties of permafrost can vary greatly, and climate warming, especially warm permafrost with high ice content, must be considered. Permafrost warming could induce ground ice thaw, producing embankment settlement. Consequently, thermal stability is a key consideration for the QXR construction in permafrost regions. In order to ensure permafrost thermal stability under the background of climate warming, ideas of embankment cooling to preventing permafrost change are proposed. Many methods of embankment cooling have been proposed to prevent the thawing of ground ice. For example, block-stone embankment, block and debris slope protected, thermosyphon, and special bridge designs. The amount of engineering practice and observational data testify that measurements of embankment cooling effectively decrease permafrost temperature and heighten the permafrost table beneath embankments.
publisherAmerican Society of Civil Engineers
titleQinghai-Xizang Railroad Construction in Permafrost Regions
typeJournal Paper
journal volume21
journal issue2
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(2007)21:2(60)
treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 002
contenttypeFulltext


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