Modified asphalt mixtures for heavy duty pavement wearing layers

被引:25
作者
Vaitkus, Audrius [1 ]
Vorobjovas, Viktoras [1 ]
Kleiziene, Rita [1 ]
Sernas, Ovidijus [1 ]
Grazulyte, Judita [1 ]
机构
[1] Vilnius Gediminas Tech Univ, Rd Res Inst, Vilnius, Lithuania
关键词
Heavy duty pavement; Rhealogical characteristics; Permanent deformation; Fatigue; Asphalt wearing layer; Asphalt mixture modification; RUTTING PERFORMANCE; RESISTANCE; SMA;
D O I
10.1016/j.conbuildmat.2016.11.055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Asphalt pavements perform in a wide range of temperatures, especially in Eastern European countries, where the daily mean temperature of asphalt layers varies from -18 degrees C during winter to 47 degrees C during summer or even higher under more severe climatic conditions. Low temperatures preclude the use of high-stiffness binders because of their high susceptibility to thermal cracking. High temperatures during summer and a heavy static load contribution cause rutting, slippage, and high plastic deformation of heavy duty asphalt pavements. Many research programs on asphalt wearing layers affected by long-lasting high stress have been initiated to address this problem. Our theoretical analysis led to a plan and subsequent detailed laboratory research of modified AC 11 VS and SMA 11 S asphalt mixtures. We analyzed 11 different bitumens and the modification of the asphalt mixture aggregate distribution. The experimental results show extremely good rutting performance of the modified asphalt mixtures. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:503 / 511
页数:9
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