Effect of a chloride deicing additive on the performance of asphalt mixture

被引：1
|
作者：
Peng, Chao [1 ]
Yu, Jianying
Dai, Jing [3 ]
Zhao, Zhijie [1 ,2 ]
Fu, Jingyi [1 ]
Zhao, Meiling [1 ]
Wang, Wei [1 ]
机构：
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
[2] Res Inst Highway Minist Transport, Beijing 100088, Peoples R China
[3] Key Lab Adv Technol Special Funct Mat Minist Educ, Wuhan 430070, PR, Peoples R China
来源：
MODERN TECHNOLOGIES IN MATERIALS, MECHANICS AND INTELLIGENT SYSTEMS | 2014年 / 1049卷
关键词：
chloride deicing additive; asphalt mixture; freeze-thaw; wheel-tracking; beam bending; FILLER;
D O I：
10.4028/www.scientific.net/AMR.1049-1050.422
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Effect of a chloride deicing additive (Cl(-)DIA) on the performance of asphalt mixture was investigated by evaluating the moisture, cracking and rutting resistance. Freeze-thaw splitting test result showed that asphalt mixture containing Cl(-)DIA weakened moisture resistance to some extent but it was still applicable for asphalt pavement. Wheel-tracking test indicated that Cl(-)DIA evidently improved the rutting resistance of the asphalt mixture and the weight concentration of Cl(-)DIA in asphalt mixture had to exceed 3%. Beam bending test implied that Cl(-)DIA did not help for the cracking of the asphalt mixture.
引用
收藏
页码：422 / +
页数：2
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