Performance of warm-mix asphalt in the highway industry

被引:5
|
作者
Aziz, M. M. A. [1 ,2 ]
Hainin, M. R. [1 ,2 ]
Yaacob, H. [3 ]
Feizabadi, S. M. [3 ]
Shokri, M. [3 ]
Warid, M. N. M. [3 ]
机构
[1] UTM, Fac Civil Engn, Skudai 81310, Johor, Malaysia
[2] UTM, CRC, Skudai 81310, Johor, Malaysia
[3] UTM, Fac Civil Engn, Dept Geotech & Transportat, Skudai 81310, Johor, Malaysia
关键词
Warm mix asphalt; Sasobit; Aspha-min; Bitumen; Global warming; Sustainable green pavement; Complex shear modulus (G*); TEMPERATURE PROPERTIES; WMA ADDITIVES; BINDERS; SASOBIT(R);
D O I
10.1179/1432891714Z.000000000965
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Warm-mix asphalt (WMA) technologies could address the problem of deterioration of roads, reduce escalated energy costs and increase environmental awareness. This technology allows significant reduction in temperature for construction and paving of roads compared to conventional hot-mix asphalt (HMA) paving. In HMA production, the quarry mixing and paving temperatures are equivalent to bitumen's viscosity of 170 and 280 cP, respectively, for a proper coating of aggregates and field paving. But in WMA, the viscosity of bitumen is reduced and increases the workability of the mixture. Sasobit and asphamin are the two major additives used with bitumen or in batching plant for the production of WMA. Besides, complex shear modulus (G*) is used to determine the rutting (G*/Sin delta) and fatigue factors (G*Sin delta) to control the deterioration of roads. A further study is needed to monitor the overall performance of WMA in the context of pavement temperature.
引用
收藏
页码:245 / 249
页数:5
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