The workable time of cement–asphalt mortar (CA mortar) is controlled by the early age interaction between cement and asphalt emulsion, which could be indicated by the adsorption of asphalt droplets in the emulsion on cement grains. The adsorption behaviour leads to an increase in particle size in the cement and asphalt emulsion (CAE) system. In the present study, a laser particle size analyser was employed to characterise the particle size variation, and the results indicated that the cement/asphalt emulsion ratio (C/AE) and types of asphalt emulsion had great influence on the particle size in the CAE system. Within the same period, the particle size increased more prominently with a larger C/AE, but when the C/AE exceeded 0·625, it had little influence on the particle size increase after 30 and 60 min. The particle size and its increasing magnitude during different periods in the cement–cationic asphalt emulsion system were both greater than those in the cement–anionic asphalt emulsion system. The viscosity test indicated that particle size increase led to the loss of flowability of the CAE system. A filtration method was used to investigate the adsorption behaviour of asphalt droplets to the cement grains and the adsorption ratio was correlated with the variation in particle size, indicating that the particle size increase in the CAE system was mainly attributed to this adsorption behaviour.
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January 2009
Research Article|
January 01 2009
Adsorption behaviour between cement and asphalt emulsion in cement–asphalt mortar
S.-G. Hu;
S.-G. Hu
*
School of Materials Science and Engineering, Wuhan University of Technology, P. R. China; Hubei Guochuang High Technology Material Inc., Wuhan, P. R. China
* Key Laboratory of Silicate Materials Science and Engineering, Wuhan University of Technology, Wuhan, 430070, P. R. China.
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T. Wang;
T. Wang
†
School of Materials Science and Engineering, Wuhan University of Technology, P. R. China; Hubei Guochuang High Technology Material Inc., Wuhan, P. R. China
† School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, P. R. China.
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F.-Z. Wang;
F.-Z. Wang
*
School of Materials Science and Engineering, Wuhan University of Technology, P. R. China; Hubei Guochuang High Technology Material Inc., Wuhan, P. R. China
* Key Laboratory of Silicate Materials Science and Engineering, Wuhan University of Technology, Wuhan, 430070, P. R. China.
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Z.-C. Liu
Z.-C. Liu
*
School of Materials Science and Engineering, Wuhan University of Technology, P. R. China; Hubei Guochuang High Technology Material Inc., Wuhan, P. R. China
* Key Laboratory of Silicate Materials Science and Engineering, Wuhan University of Technology, Wuhan, 430070, P. R. China.
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* Key Laboratory of Silicate Materials Science and Engineering, Wuhan University of Technology, Wuhan, 430070, P. R. China.
† School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, P. R. China.
Publisher: Emerald Publishing
Revision Received:
February 23 2007
Accepted:
May 06 2008
Online ISSN: 1751-7605
Print ISSN: 0951-7197
© 2009 Thomas Telford Ltd
2009
Advances in Cement Research (2009) 21 (1): 11–14.
Article history
Revision Received:
February 23 2007
Accepted:
May 06 2008
Citation
Hu S, Wang T, Wang F, Liu Z (2009), "Adsorption behaviour between cement and asphalt emulsion in cement–asphalt mortar". Advances in Cement Research, Vol. 21 No. 1 pp. 11–14, doi: https://doi.org/10.1680/adcr.2007.00034
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