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dc.contributor.authorXin-jun Chai
dc.contributor.authorFu-qiang Jiang
dc.date.accessioned2017-05-08T21:14:11Z
dc.date.available2017-05-08T21:14:11Z
dc.date.copyrightDecember 2008
dc.date.issued2008
dc.identifier.other%28asce%290887-381x%282008%2922%3A4%28124%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43806
dc.description.abstractThe Qinghai-Tibet railway, the highest railway in terms of elevation, was built under the harshest of weather conditions in the world. A new technique, called the ventiduct embankment, was used for the first time in railway construction in the Qinghai-Tibet permafrost region of China to overcome the specific difficulties of the permafrost plateau. To evaluate its effectiveness, several full-scale test embankments were constructed at a representative field site, the Qingshuihe experimental section. The effectiveness of the ventiduct embankment structure has been verified by comparing it with the performance of the nearby control embankment in terms of permafrost table, settlement, and thaw depth. These observations are presented in this paper. The ventiduct embankment structure based on this study has been adopted in Qinghai-Tibet permafrost railway construction.
dc.publisherAmerican Society of Civil Engineers
dc.titleDeformation Characteristics of Ventiduct Embankment on Qinghai-Tibet Railway
dc.typeJournal Paper
dc.journal.volume22
dc.journal.issue4
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2008)22:4(124)
dc.treeJournal of Cold Regions Engineering:;2008:;Volume ( 022 ):;issue: 004
dc.contenttypeFulltext


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