Climate Change Adaptation Strategies for Canadian Asphalt Pavements; Part 1: Adaptation strategies

被引:0
|
作者
Swarna, Surya Teja [1 ,2 ]
Hossain, Kamal [1 ,3 ]
Mehta, Yusuf A. [2 ]
Bernier, Alyssa [3 ]
机构
[1] Mem Univ Newfoundland, Dept Civil Engn, Adv Rd & Transportat Engn Lab ARTEL, St John, NF A1C 5S7, Canada
[2] Rowan Univ, Ctr Res & Educ Adv Transportat Engn Syst CREATEs, Dept Civil & Environm Engn, Glassboro, NJ 08028 USA
[3] Carleton Univ, Dept Civil & Environm Engn, Adv Rd & Transportat Engn Lab ARTEL, Ottawa, ON K1S 5B6, Canada
关键词
Climate change; Adaptation strategies; Pavement performance; AASHTOware ME design; Pavement design; IMPACT; INFRASTRUCTURE; TEMPERATURE; PERFORMANCE;
D O I
10.1016/j.jclepro.2022.132313
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
There is strong evidence for climate change leading to a rise in temperatures and a change in precipitation trends. These environmental changes pose a threat to pavement infrastructure worldwide. Therefore, it is necessary to modify pavement design procedures to consider climate change. In addition, it is necessary to consider suitable pavement materials for future climate. The objective of this study is to develop a framework for selecting an appropriate adaptation strategy to mitigate climate change impact. To fulfill this, the influence of climate change on long-term pavement performance in Canada has been quantified over sixteen Canadian pavement sections located over various provinces in Canada. In addition, the fundamental causes of pavement deterioration due to climate change were determined using ten different climate change models. Various adaptation strategies such as upgrading asphalt binder grade, increasing the thickness of asphaltic concrete layer, increasing the base layer thickness, and using stabilized base layers were analyzed to reduce pavement deterioration and to extend the service life of the pavement. Unlike the other studies, pavement temperatures were determined using Enhanced Integrated Climate Model (EICM) to determine the change in binder grade for the future climate in the adap-tation process. The study found that by 2070 all examined locations will require an upgrade in binder grade and the majority will require an upgrade in mixture gradation. Furthermore, the east and west coast will be more vulnerable to climate change and require additional measures in comparison to Central Canada. Newfoundland and Prince Edward Island are the only locations that will need to consider a change in asphalt thickness while British Columbia is the only location eventually requiring a stabilized base. This study emphasizes the necessity of climate change adaptation strategies for Canadian asphaltic concrete pavements.
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页数:11
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