Influence of the properties of filler on high and medium temperature performances of asphalt mastic

被引:117
作者
Cheng, Yongchun [1 ]
Tao, Jinglin [1 ]
Jiao, Yubo [1 ]
Tan, Guojin [1 ]
Guo, Qinglin [2 ]
Wang, Shurong [1 ]
Ni, Ping [1 ]
机构
[1] Jilin Univ, Coll Transportat, 5988 Renmin St, Changchun 130025, Jilin, Peoples R China
[2] Hebei Univ Engn, Sch Civil Engn, Handan 056038, Hebei, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Filler; Asphalt mastic; Diatomite; Force ductility; Grey relational analysis (GRA); GREY RELATIONAL ANALYSIS; MINERAL FILLER; DIATOMITE; ADSORPTION; CEMENT;
D O I
10.1016/j.conbuildmat.2016.05.041
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Filler is the main component of asphalt mastic and its properties are closely associated with the performances of asphalt mastic. To investigate the relationship between properties of fillers and performances of asphalt mastic, four fillers including limestone, hydrated lime, fly-ash and diatomite were selected to prepare corresponding asphalt mastics. The density, specific surface area, particle size distribution, mineralogy component and hydrophilic coefficient of fillers and softening point, viscosity, force ductility and dynamic rheological property of asphalt mastics with different fillers were tested. Grey relational analysis (GRA) method was employed to determine the correlation degree between properties of fillers and high/medium temperature performances of asphalt mastics. Results showed that four fillers presented differences in density, specific surface area, mineralogy component and hydrophilic coefficient. Besides, softening point, viscosity, deformation energy and complex modulus of diatomite asphalt mastic were higher than that of other three filler-asphalt systems. Furthermore, specific surface area was suggested to be the most influential property on the high and medium temperature performances of asphalt mastic in comparison with other properties based on the results of GRA. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:268 / 275
页数:8
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