Technical Papers
Apr 28, 2022

Mechanical Behaviors of Metakaolin-Based Engineered Geopolymer Composite under Ambient Curing Condition

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 7

Abstract

Geopolymers have been long recognized as the next-generation building material due to environmental reasons. However, geopolymers are inherently brittle and usually require high-temperature curing. This paper was intended to develop a ductile engineered geopolymer composite (EGC) under ambient curing conditions. Two types of metakaolin powder with different particle sizes were applied as the solid precursor. The tensile, compressive, and flexural behaviors of EGC with different mix designs were investigated. It was concluded that the combinational application of coarse and fine metakaolin is conducive to the tensile and compressive behaviors of EGC materials. As the alkali concentrations increased from 6 to 14  mol/L, the tensile and compressive strength of EGC increased, whereas the tensile ductility of EGC decreased gradually. Also, the SiO2/Na2O molar ratio had negligible influence on the tensile behavior of EGC, whereas the compressive strength decreased with the increase of SiO2/Na2O molar ratios. A numerical model to predict the flexural behavior of EGC was also proposed, and the accuracy was verified with experimental results.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was financially supported by Natural Science Foundation of China (No. 51908117) and the Victoria-Jiangsu Innovation and Technology R&D Fund (No. BZ2020019).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 7July 2022

History

Received: Aug 23, 2021
Accepted: Nov 24, 2021
Published online: Apr 28, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 28, 2022

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Jingming Cai, A.M.ASCE [email protected]
Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210018, China. Email: [email protected]
Jinlong Pan, A.M.ASCE [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210018, China (corresponding author). Email: [email protected]
Jinsheng Han [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210018, China. Email: [email protected]
Xiaoyi Wang [email protected]
Master’s Student, Dept. of Civil Engineering, Southeast Univ., Nanjing 210018, China. Email: [email protected]

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