Review on structural damage rehabilitation and performance assessment of asphalt pavements

被引:28
|
作者
Wang, Hua-Ping [1 ,2 ,3 ]
Guo, Yan-Xin [2 ]
Wu, Meng-Yi [1 ]
Xiang, Kang [1 ]
Sun, Shi-Rong [1 ]
机构
[1] Lanzhou Univ, Sch Civil Engn & Mech, Lanzhou 730000, Peoples R China
[2] Lanzhou Univ, Key Lab Mech Western Disaster & Environm, Lanzhou, Peoples R China
[3] Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin Inst Technol, Harbin 150090, Peoples R China
基金
中国国家自然科学基金;
关键词
asphalt pavement; distress; structural degradation; rehabilitation measure; performance assessment; OPTICAL-FIBER SENSORS; RUTTING PERFORMANCE; CONCRETE; MIXTURE; DESIGN; ENERGY; BEHAVIOR; CRACKING; IMPACT; BLACK;
D O I
10.1515/rams-2021-0030
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Asphalt pavements have been extensively used in highway system. However, a great number of asphalt pavements suffer from early distresses after servicing for about 2-3 years, which leads to frequent rehabilitation and increased maintenance cost. To understand the damage propagation principle and the correlated rehabilitation measure, the progress of pavement distress rehabilitation, structural performance, and damage assessment of asphalt pavements has been explored in the perspectives of materials and structures. The current advance on the parameters for describing the cracking and rutting of asphalt pavements has been introduced. The development tendency for the damage self-healing and rehabilitation, and structural assessment has also been discussed. The study can provide a scientific guidance for understanding the generally used structural damage rehabilitation measure and performance assessment methods of asphalt pavements.
引用
收藏
页码:438 / 449
页数:12
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