Technical Papers
Apr 11, 2017

Effects of Nanoalumina and Graphene Oxide on Early-Age Hydration and Mechanical Properties of Cement Paste

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 9

Abstract

The effects of nanoalumina (NA) and graphene oxide (GO) on the early-age hydration and mechanical properties of portland cement pastes were investigated in this study. The hydration heat release rate and cumulative heat of cement pastes incorporating different dosages of NA and GO were evaluated using an isothermal calorimeter measurement method. Early-age electrical resistivity development was investigated by a noncontact electrical resistivity technique. The results show that both NA and GO could efficiently accelerate cement hydration. As a physical filler, NA significantly accelerates the hydration of tricalcium aluminate (C3A) in cement. On the other hand, GO is able to obviously reduce the dormant period of cement hydration and shift the heat flow peaks to the left by accelerating the hydration of tricalcium silicate (C3S) in cement. Compared to plain cement pastes, both the compressive and flexural strengths of cement pastes incorporating NA or GO are significantly increased. However, when NA and GO contents exceed the optimal amounts, improvements in flexural strength tend to decline, which is probably due to particle agglomeration. NA-cement paste exhibited slightly higher electrical resistivity than plain cement paste during hydration acceleration and deceleration stages. But GO-cement paste clearly showed lower electrical resistivity, which might be attributed to iron diffusion caused by GO with large surface areas.

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Acknowledgments

The authors gratefully acknowledge the financial support of the Australian Research Council (DE150101751, IH150100006), Australia. The authors are also grateful for the financial support of the National Natural Science Foundation of China (51408210) and National Engineering Laboratory for High-speed Railway Construction, Central South University, P.R. China. The constructive comments and suggestions from Professor Surendra P. Shah at Northwestern University, Evanston, Illinois are also highly appreciated.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 9September 2017

History

Received: Sep 13, 2016
Accepted: Dec 30, 2016
Published ahead of print: Apr 11, 2017
Published online: Apr 12, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 12, 2017

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Authors

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Wengui Li, M.ASCE [email protected]
Lecturer, ARC DECRA Fellow, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia (corresponding author). E-mail: [email protected]
Xiangyu Li
Research Fellow, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.
Shu Jian Chen
ARC DECRA Fellow, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.
Guangcheng Long
Professor, School of Civil Engineering, National Engineering Laboratory for High Speed Railway Construction, Central South Univ., Changsha 410075, Hunan, P.R. China.
Yan Ming Liu
Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.
Wen Hui Duan [email protected]
Professor, ARC Future Fellow, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. E-mail: [email protected]

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