DocumentCode
3150741
Title
Adaptation Strategies for Road Embankments on Permafrost Affected by Climate Warming
Author
Ciro, German A. ; Alfaro, Marolo C.
Author_Institution
Dept. of Civil Eng., Univ. of Manitoba, Winnipeg, MB
fYear
2006
fDate
10-12 May 2006
Firstpage
1
Lastpage
10
Abstract
Road embankments in Northern Manitoba experience lateral spreading and settlements that result in longitudinal cracking of road surfaces. Highways and road embankments can degrade permafrost because their construction and use increase the ground thermal regime beneath the embankments. In addition climate warming trend is likely to magnify this problem. When thawed, the permafrost beneath the road embankments results in differential settlements and dips, which contribute to a concern of public safety. A thermal modeling to reproduce the conditions and trends in the ground beneath road embankments in areas of discontinuous permafrost in Northern Manitoba was used as basis for assessing the impacts of climate change. Based on the simulated impact of climate change to the permafrost, a stress-deformation analysis was performed to determine the deformation and stability of the embankments with and without mechanical stabilization of the degrading permafrost.
Keywords
climatology; environmental degradation; road safety; Northern Manitoba; climate warming; highways; permafrost; public safety; road embankments; road surfaces; stress-deformation analysis; thermal modeling; Civil engineering; Insulation; Levee; Road safety; Road transportation; Soil; Stability analysis; Surface topography; Thermal conductivity; Thermal degradation; Thermal modelling; adaptation strategies; stress-deformation analysis;
fLanguage
English
Publisher
ieee
Conference_Titel
EIC Climate Change Technology, 2006 IEEE
Conference_Location
Ottawa, ON
Print_ISBN
1-4244-0218-2
Electronic_ISBN
1-4244-0218-2
Type
conf
DOI
10.1109/EICCCC.2006.277271
Filename
4057300
Link To Document