Technical Papers
Oct 26, 2018

Synthesis and Reaction Mechanism of an Alkali-Activated Metakaolin-Slag Composite System at Room Temperature

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 1

Abstract

Synthesis of geopolymer using metakaolin (MK) usually requires a relatively high curing temperature, which limits the application of MK-based geopolymers in the practice of civil engineering. With the goal of developing a cementitious composite that can be cured at room temperature, in the present study, ground granulated blast furnace slag powder was incorporated into MK for the synthesis of a geopolymer. With the aid of compressive strength tests, X-ray diffraction (XRD), Fourier transform infrared (FTIR) spectroscopy, and scanning electron microscopy (SEM), the influence of slag’s impact on the consistency, gelling time, and mechanical properties of the gelling system, as well as the reaction mechanism of the composite system, were investigated. The results showed that the incorporation of slag into MK improved the consistency of the slurry and shortened the setting time. A high-strength paste was synthesized successfully using the MK-slag composite system under ambient temperature curing. Results of XRD and FTIR analyses indicated that MK geopolymerization and slag hydration occurred simultaneously in the MK-slag composite system via alkali activation. The structure of hardened paste consists of both C-S-H-type and N-A-S-H-type gels. The activator module and the MK/slag mass ratio were the main factors affecting the strength of the synthesized products: when the slag replacement ratio was no more than 40%, the strength of the reaction products decreased with an increase of the activator module; when the slag replacement ratio reached or exceeded 60%, the strength of the reaction products increased with the increasing activator module.

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Acknowledgments

This research was supported by the National Key Basic Research Program of China (973 Program) (Grant No. 2015CB057701), the National Natural Science Foundation of China (Grant Nos. 51578078 and 51878068), the Louisiana Board of Regents [Contract No. LEQSF(2017-20)-RD-B-02], and the Hunan Science Fund for Distinguished Young Scholars (Grant No. 2017JJ1027). The writers thank their colleagues and other personnel from the Changsha University of Science and Technology and the Louisiana State University for providing support for this project. This extensive investigation was carried out as a result of the input and involvement of many individuals to whom the writers express their sincere thanks and gratitude.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 1January 2019

History

Received: Jan 4, 2018
Accepted: Jul 6, 2018
Published online: Oct 26, 2018
Published in print: Jan 1, 2019
Discussion open until: Mar 26, 2019

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Authors

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Hui Peng, Aff.M.ASCE
Professor, National-Local Joint Engineering Laboratory of Technology for Long-term Performance Enhancement of Bridges in Southern District, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410004, China.
Chao Cui
Ph.D. Candidate, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410004, China.
Zhen Liu
School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410004, China; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.
C. S. Cai, F.ASCE
Edwin B. Norma S. McNeil Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803; Adjunct Professor, Changsha Univ. of Science and Technology, Changsha 410004, China.
Professor, National-Local Joint Engineering Laboratory of Technology for Long-term Performance Enhancement of Bridges in Southern District, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410004, China (corresponding author). Email: [email protected]

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