Silica Bonding Reaction on Fly Ash Based Geopolymer Repair Material System with Incorporation of Various Concrete Substrates

• Published in: Archives of Metallurgy and Materials
• Main Author: Al Bakri Abdullah M.M.; Aziz I.H.A.; Zailani W.W.A.; Rahim S.Z.A.; Yong H.C.; Sandu A.V.; Peng L.S.
• Format: Article
• Language: English
• Published: Polska Akademia Nauk 2022
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85134526345&doi=10.24425%2famm.2022.141052&partnerID=40&md5=f6a31938edb6a9cfe746c8d1f72ed1cf

This paper presents an experimental investigation on the mechanical properties and microstructure of geopolymer repair materials mixed using fly ash (FA) and concrete substrates. An optimal combination of FA and concrete substrate was determined using the compressive test of geopolymer mortar mixed with various concrete substrate classes. It was found that the contribution of (C35/45) concrete substrates with the FA geopolymer mortar increases the 28-day bonding strength by 25.74 MPa. The microstructure analysis of the samples using scanning electron microscopy showed the denser structure owing to the availability of high calcium and iron elements distribution. These metal cations (Ca2+ and Fe3+) are available at OPC concrete substrate as a result from the hydration process reacted with alumina-silica sources of FA and formed calcium aluminate silicate hydrate (C-A-S-H) gels and Fe-bonding linkages. © 2022. The Author(s). This is an open-access article distributed under the terms of the Creative Commons Attribution-NonCommercial License (CC BY-NC 4.0, https://creativecommons.org/licenses/by-nc/4.0/deed.en which permits the use, redistribution of the material in any medium or format, transforming and building upon the material, provided that the article is properly cited, the use is noncommercial, and no modifications or adaptations are made