Determination of Optimum Salting Rates for Asphalt Pavements in a Canadian Climate

Author:

Hossain Kamal1,Fu Liping2,El-Hakim Mohab3ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON K1S 5B6 Canada.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON N2L 3G1 Canada.

3. Assistant Professor, Dept. of Civil Engineering, Manhattan College, New York City, NY 10591 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference33 articles.

1. Development of Standard Laboratory Testing Procedures to Evaluate the Performance of Deicers

2. Amundsen C. S. Håland H. French R. Roseth N. Kitterød P. Pedersen and G. Riise. 2010. Salt SMART environmental damages caused by road salt - a literature review. Rep. No. 2587. Oslo Norway: Technology Dept. Norwegian Public Road Administration.

3. Blackburn R. K. Bauer D. Amsler S. Boselly and A. McElory. 2004. Snow and ice control: Guidelines for materials and methods. National Cooperative Highway Research Program Rep. (NCHRP) 526. Washington DC: Transportation Research Board.

4. Blackburn R. E. McGrane C. Chappelow D. Harwood and E. Fleege. 1994. Development of anti-icing technology. Washington DC: Strategic Highway Research Program National Research Council.

5. Chang N. W. Pearson J. Chang A. Gross M. Meyer M. Jolly B. Vang and H. Samour. 1994. Environmentally sensitive sanding and deicing practices. Final Rep. Denver: Colorado Transportation Institute and Colorado Dept. of Transportation ESSD Research Group Dept. of Civil Engineering of the Univ. of Colorado.

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