Conceptual Design of Quantitative Risk Algorithms for a Geohazard and Geo-Asset Management System for Roadway Networks in Permafrost Regions

Author:

Brooks Heather12345,Arenson Lukas12345,Roghangar Khatereh12345,Stirling Jan12345,Hung Frank12345

Affiliation:

1. BGC Engineering Inc., Calgary, AB.

2. BGC Engineering Inc., Vancouver, BC.

3. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Calgary, Calgary, AB.

4. BGC Engineering Inc., South Brisbane, QLD, Australia.

5. BGC Engineering Inc., Ottawa, ON.

Publisher

American Society of Civil Engineers

Reference13 articles.

1. Baecher, G.B., and J.T. Christian (2003). Reliability and Statistics in Geotechnical Engineering. Chichester, West Sussex, England: John Wiley and Sons, Ltd.

2. Brooks H. (2019). Quantitative Risk Analysis for Linear Infrastructure Supported by Permafrost: Methodology and Computer Program. Doctoral Thesis Laval University Quebec City QC.

3. Doré G. F. Niu and H. Brooks. 2016. “Adaptation Methods for Transportation Infrastructure Built on Degrading Permafrost.” Permafrost and Periglacial Processes IPA Transactions Published Online. https://doi.org/10.1002/ppp.1919.

4. Haeberli, W., and C. Whiteman (2015). “Snow and Ice-Related Hazards, Risks and Disasters: A General Framework.” In Snow and Ice-Related Hazards, Risks and Disasters, edited by W. Haeberli, C. Whiteman, and J.F. Shroder, Chapter 1:1–34. Waltham, MA, USA: Elsevier.

5. Heginbottom J.A. Dubreuil M.A. and Harker P.T. (1995). Permafrost Map of Canada. The National Atlas of Canada; Natural Resources Canada. DOI/10.4095/294672.

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