Optimisation of hot mix asphalt performance based on aggregate selection

被引:19
|
作者
Behiry, Ahmed Ebrahim Abu El-Maaty [1 ]
机构
[1] Menoufia Univ, Civil Dept, Fac Engn, Shibeen El Kom City, Egypt
关键词
accumulated creep strain; aggregate gradation; aggregate type; hot mix asphalt performance; rebound and permanent deformation; stripping tendency; DESIGN; CEMENT;
D O I
10.1080/10298436.2015.1043634
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Researchers over the last four decades have identified and demonstrated the effects of aggregate morphological properties (particularly shape, size distribution, angularity and texture) on the mechanical properties of hot mix asphalt (HMA). Rare studies, however, have clearly established the relationships between the aggregate properties and pavement performance. Therefore, they have not provided methods to optimise aggregate properties at the design stage to improve that performance. This study focuses on understanding the effects of aggregate gradation and type on moisture damage resistance of HMA and on pavement performance as indicated by stiffness and rutting. Results show that basalt aggregate achieves higher moisture susceptibility resistance and stiffness than limestone aggregate. Coarser gradation has the highest permanent deformation, while open gradation 2C provides the lowest moisture damage resistance. Furthermore, dense gradation 4C provides the lowest rutting and the highest stripping resistance. It is indicated that suitable selection of aggregate type and gradation can improve pavement performance and reduce the moisture damage problem of HMA.
引用
收藏
页码:924 / 940
页数:17
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