Show simple item record

contributor authorXin-jun Chai
contributor authorFu-qiang Jiang
date accessioned2017-05-08T21:14:11Z
date available2017-05-08T21:14:11Z
date copyrightDecember 2008
date issued2008
identifier other%28asce%290887-381x%282008%2922%3A4%28124%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43806
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.
publisherAmerican Society of Civil Engineers
titleDeformation Characteristics of Ventiduct Embankment on Qinghai-Tibet Railway
typeJournal Paper
journal volume22
journal issue4
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(2008)22:4(124)
treeJournal of Cold Regions Engineering:;2008:;Volume ( 022 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record