Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost-Reference-Cited by-同舟云学术

Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost

Published:2016-12 Issue:4 Volume:30 Page:04016002
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Flynn David¹,Kurz David²,Alfaro Marolo³,Graham Jim⁴,Arenson Lukas U.⁵

Affiliation:

1. Geotechnical Engineer-in-Training, KGS Group, 865 Waverley St., Winnipeg, MB, Canada R3T 5P4.

2. Geotechnical Engineer, Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Manitoba, Room E1-368A EITC, 15 Gillson St., Winnipeg, MB, Canada R3T 0V6.

3. Professor, Dept. of Civil Engineering, Univ. of Manitoba, Room E1-368A EITC, 15 Gillson St., Winnipeg, MB, Canada R3T 0V6.

4. Professor Emeritus, Dept. of Civil Engineering, Univ. of Manitoba, Room E1-368A EITC, 15 Gillson St., Winnipeg, MB, Canada R3T 0V6 (corresponding author).

5. Senior Geotechnical Engineer, BGC Engineering Inc., Suite 500–980 Howe St., Vancouver, BC, Canada V6Z 0C8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000106

Reference25 articles.

1. Case Study of Degrading Permafrost beneath a Road Embankment

2. Batenipour H. (2012). “Understanding the performance of highway embankments on degraded permafrost.” Ph.D. thesis Univ. of Manitoba Winnipeg MB Canada.

3. Deformations and ground temperatures at a road embankment in northern Canada

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