Laboratory evaluation of the effect of gilsonite on the performance of stone matrix asphalt mixtures

被引:38
|
作者
Babagoli, Rezvan [1 ]
Hasaninia, Moein [1 ]
Namazi, Navid Mohammad [1 ]
机构
[1] Iran Univ Sci & Technol, Sch Civil Engn, Tehran, Iran
关键词
stone matrix asphalt; gilsonite; resilient modulus; creep; moisture susceptibility; CONCRETE; BEHAVIOR; PAVEMENT; BINDERS;
D O I
10.1080/14680629.2015.1042016
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the benefits of modifying asphalt and stone matrix asphalt (SMA) mixtures in flexible pavement. Sixty to seventy penetration-grade asphalt cement and Iranian natural bitumen (gilsonite) were subjected to physical and performance tests. Physical and conventional tests were conducted on modified and unmodified bitumen (penetration, softening point, ductility and viscosity). Performance tests, including Marshall stability, indirect tensile strength, moisture susceptibility, resilient modulus and rutting resistance, were conducted on unmodified and modified SMA mixtures. Results of conducted tests on the modified asphalt binders with 5%, 10% and 15% gilsonite show that using gilsonite improves performance of SMA mixture.
引用
收藏
页码:889 / 906
页数:18
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