Influence of surface treated fly ash with coupling agent on asphalt mixture moisture damage

被引:58
作者
Xie, Jun [1 ]
Wu, Shaopeng [1 ]
Pang, Ling [1 ]
Lin, Juntao [1 ]
Zhu, Zuhuang [2 ]
机构
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
[2] Hubei Chutian ExpressWay Co Ltd, Wuhan 430070, Peoples R China
关键词
Surface treated; Fly ash; Moisture damage; FTIR; Filler; PERFORMANCE; MIXES;
D O I
10.1016/j.conbuildmat.2011.11.022
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Moisture damage is of great negative impacts on asphalt pavement. It exacerbates the service performance (e.g., rutting, cracking) for asphalt mixture under traffic load. This paper describes the influence of surface treated fly ash with silane coupling agent on asphalt mixture moisture damage. The filler combined with coupling agent and fly ash was named compound fly ash modifier (CFAM). Primarily the properties of CFAM were characterized by Scanning Electron Microscopy and Fourier Transform Infrared Spectroscopy. As filler, its effects on moisture sensitivity of asphalt mixture were evaluated by modified Lottman test, indirect tensile stiffness modulus test, static creep and indirect tensile fatigue test. It is shown that the asphalt mixture with CFAM has excellent moisture sensitivity in terms of higher indirect tensile strength and tensile strength ratio during frost-thaw process. In addition, after specific moisture damage treatments, CFAM modified asphalt mixtures show better stiffness modulus, resistance to permanent deformation and fatigue life. It is concluded that CFAM can improve the moisture sensitivity of asphalt mixture effectively. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:340 / 346
页数:7
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