A state-of-the-art review on interfacial behavior between asphalt binder and mineral aggregate

被引:36
作者
Guo, Meng [1 ]
Tan, Yiqiu [2 ]
Wang, Linbing [3 ,4 ]
Hou, Yue [1 ]
机构
[1] Univ Sci & Technol Beijing, Natl Ctr Mat Serv Safety, Beijing 100083, Peoples R China
[2] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Heilongjiang, Peoples R China
[3] Univ Sci & Technol Beijing, Joint USTB Virginia Tech Lab Multifunct Mat, Beijing 100083, Peoples R China
[4] Virginia Tech, Blacksburg, VA 24061 USA
基金
北京市自然科学基金; 中国博士后科学基金;
关键词
Asphalt binder; Mineral aggregate; Interfacial behavior; Multiscale; WARM-MIX ASPHALT; QUARTZ-CRYSTAL MICROBALANCE; PHASE FIELD MODEL; FRACTURE FAILURE; HIGH PERCENTAGES; ADSORPTION; ADHESION; RESINS; PERFORMANCE; SIMULATION;
D O I
10.1007/s11709-017-0422-x
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The interface between asphalt binder and mineral aggregate directly affects the service life of pavement because the defects and stress concentration occur more easily there. The interaction between asphalt binder and mineral aggregate is the main cause of forming the interface. This paper presents an extensive review on the test technologies and analysis methods of interfacial interaction, including molecular dynamics simulation, phase field approach, absorption tests, rheological methods and macro mechanical tests. All of the studies conducted on this topic clearly indicated that the interfacial interaction between asphalt binder and mineral aggregate is a physical-chemical process, and can be qualitatively characterized by microscopical technique (such as SEM and AFM), and also can be quantitatively evaluated by rheological methods and interfacial mechanical tests. Molecular dynamics simulation and phase field approach were also demonstrated to be effective methods to study the interfacial behavior and its mechanism.
引用
收藏
页码:248 / 259
页数:12
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