Resilience assessment of asphalt pavement rutting under climate change

被引:20
|
作者
Zhang, Chao [1 ]
Tan, Yiqiu [1 ,2 ]
Gao, Yangming [3 ]
Fu, Yongkang [4 ]
Li, Jilu [1 ]
Li, Shuai [1 ]
Zhou, Xingye [5 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, State Key Lab Urban Water Resource & Environm, Harbin 150090, Peoples R China
[3] Delft Univ Technol, Fac Civil Engn & Geosci, Stevinweg 1, NL-2628 CN Delft, Netherlands
[4] Poly Changda Overseas Engn Co Ltd, Guangzhou 510620, Peoples R China
[5] Minist Transport, Res Inst Highway, Beijing 100088, Peoples R China
基金
中国国家自然科学基金; 欧盟地平线“2020”;
关键词
Asphalt pavement; Resilience; Climate change; Rutting; Resistance stage; Recovery stage; FUTURE TEMPERATURE; PERFORMANCE; INFRASTRUCTURE; PROJECTION; PRECIPITATION; IMPACT; CHINA;
D O I
10.1016/j.trd.2022.103395
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The service performances of asphalt pavement, especially rutting, will be inevitably affected by climate change. However, existing studies have generally focused on the rutting depth and rutting life, and thus became insufficient for comprehensively evaluating the influence of climate change on rutting over the service life. A resilience assessment method for asphalt pavement rutting is developed to solve the above problem. First, the original resilience method is extended to fit the system whose performance level continues to decline. Then, the calculation formulas of rutting resilience are derived by combining the rutting prediction model and the level assessment model. Subsequently, the influence degrees of climate change in representative cities on rutting resilience are studied. The results suggest that neglecting climate change in rutting design of asphalt pavement will lead to insufficient resilience, especially in northern China. Furthermore, the predicted temperature under RCP8.5 should be employed for asphalt pavement design.
引用
收藏
页数:14
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