Pavement temperature model for Canadian Asphalt Binder selection: Introduction to the CPT model

被引:4
|
作者
Swarna, Surya T. [1 ,2 ]
Hossain, Kamal [1 ,3 ]
Bernier, Alyssa [3 ]
机构
[1] Mem Univ Newfoundland St Johns, Adv Rd & Transportat Engn Lab ARTEL, Dept Civil Engn, St John, NF A1B 3X5, Canada
[2] Rowan Univ, Dept Civil & Environm Engn, Ctr Res & Educ Adv Transportat Engn Syst CREATEs, 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
Pavement temperature; pavement temperature prediction models; Canadian climate; asphalt binder; SIMULATION;
D O I
10.1080/14680629.2022.2044892
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The selection of a climate-appropriate asphalt binder is essential in ensuring the longevity of pavement surfaces. As the selection methodology depends on the pavement's temperature, several models predict pavement temperatures based on recorded ambient air temperatures and other related factors. A commonality between the most predominant pavement temperature models is the geographical limitations to their application. As a result, widely used models such as LTPP and SHRP do not return accurate values for more Northern temperatures, as observed in Canada. Thus, a new pavement temperature model has been developed for use across Canadian pavements. The resulting model returned satisfactory accuracy upon validation and represented a good alternative for Canadian pavement designers. Additionally, a software tool title CABS has been developed to select asphalt binders based on the predicted pavement temperatures to implement the model.
引用
收藏
页码:776 / 794
页数:19
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