Comparison of performance of stone matrix asphalt mixtures using basalt and limestone aggregates

被引:39
|
作者
Cao, Weidong [1 ]
Liu, Shutang [1 ]
Feng, Zhigang [1 ]
机构
[1] Shandong Univ, Sch Civil Engn, Jinan 250061, Shandong, Peoples R China
关键词
Stone matrix asphalt (SMA); Basalt aggregate; Limestone aggregate; Performance; WASTE PLASTIC BOTTLES; MASTIC ASPHALT;
D O I
10.1016/j.conbuildmat.2012.12.021
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The main objective of this study was to compare the performance of three kinds of stone matrix asphalt (SMA) mixtures (using basalt coarse and fine aggregates, named B-SMA; limestone coarse and fine aggregates, named L-SMA; basalt coarse aggregates and limestone fine aggregates, named BL-SMA). The results indicated that B-SMA shows the best rutting resistance, followed by BL-SMA and L-SMA comes in last. However, in terms of low temperature performance of resistance to cracking and moisture susceptibility, they have the reverse sequence. The aggregate type has a significant effect on rutting resistance, but no significant difference in low temperature cracking susceptibility or moisture susceptibility was found in SMA mixtures. Also, master curves of dynamic modulus for three SMA mixtures were constructed and B-SMA shows the highest dynamic modulus, while L-SMA shows the smallest dynamic modulus at each frequency. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:474 / 479
页数:6
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