Investigation on absorption performance between cement and emulsified asphalt with UV-Vis spectrophotometer

被引:14
作者
Wang, Zhenjun [1 ,2 ]
Wang, Hongfei [1 ]
Zhang, Ting [1 ]
Xu, Chuang [1 ]
机构
[1] Changan Univ, Sch Mat Sci & Engn, Xian 710061, Shaanxi, Peoples R China
[2] Changan Univ, Engn Res Cent Pavement Mat, Minist Educ, Xian 710061, Peoples R China
基金
中国国家自然科学基金;
关键词
Cement emulsified asphalt binders; Adsorption performance; UV-Vis spectrophotometer; Adsorption rate; Adsorption kinetic model; MECHANICAL-PROPERTIES; PORTLAND-CEMENT; SUPERPLASTICIZERS; HYDRATION; BEHAVIOR; MORTAR; PASTE;
D O I
10.1016/j.conbuildmat.2017.01.016
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Absorption between cement and emulsified asphalt enormously influences properties of cement emulsified asphalt mixtures. However, it is difficult to evaluate the absorption performance both quantitatively and morphologically. Therefore, ultraviolet-visible (UV-Vis) spectrophotometer was adopted to investigate the adsorption performance quantitatively and the adsorption rate was obtained successfully in this work. In addition, a viscometer was employed to test the viscosity variations of cement and emulsified asphalt binders. A Zeta potential analyzer was used to monitor the surface potential changes of cement asphalt particles in the binders with different cement contents. Scanning electron microscope (SEM) and polarizing microscope (PM) was used to capture the microcosmic images of the binders morphologically. Finally, the absorption process was simulated and the adsorption kinetic model was established. The results show that the initial viscosity of the binders increases with the increase of cement content and the standing time. The 800 nm wavelength is optimal for measuring absorbance between emulsified asphalt and cement. Adsorption rate increases with the increase of cement content and the standing time. The simulated absorption process consists of four stages, which are trigger absorption (Stage I), agglomeration absorption (Stage II), membrane absorption (Stage III) and stable absorption (Stage IV). The adsorption kinetic model can be adopted to quantitatively evaluate the adsorption rate between cement and emulsified asphalt with different cement content and standing time. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:256 / 264
页数:9
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