TECHNICAL PAPERS
Jun 1, 2007

Qinghai-Xizang Railroad Construction in Permafrost Regions

Publication: Journal of Cold Regions Engineering
Volume 21, Issue 2

Abstract

Construction 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.

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Acknowledgments

The writers thank all the reviewers of this paper for their assistance in editorial revisions and constructive technical comments and suggestions. This research is funded by Key Project CAS KZCX1-SW-04 and the “973” National Social Development Research Programme (2002CB412704).

References

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 21Issue 2June 2007
Pages: 60 - 67

History

Received: Oct 14, 2004
Accepted: Oct 23, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007

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Authors

Affiliations

Professor, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gnasu 730000, China (corresponding author). E-mail: [email protected]
Zhao Shiyun
Senior Engineer, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gnasu 730000, China.
Ma Wei
Professor, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gnasu 730000, China.
Zhang Luxin
Professor, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gnasu 730000, China.

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