Show simple item record

dc.contributor.authorWu Qingbai
dc.contributor.authorZhao Shiyun
dc.contributor.authorMa Wei
dc.contributor.authorZhang Luxin
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%2860%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43792
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleQinghai-Xizang Railroad Construction in Permafrost Regions
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(60)
dc.treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 002
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record