Bonding strength characteristics of FA-based geopolymer paste as a repair material when applied on opc substrate

• Published in: Applied Sciences (Switzerland)
• Main Author: Zailani W.W.A.; Bouaissi A.; Al Bakri Abdullah M.M.; Abd Razak R.; Yoriya S.; Mohd Salleh M.A.A.; Mohd Remy Rozainy M.A.Z.; Fansuri H.
• Format: Article
• Language: English
• Published: MDPI AG 2020
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85084792856&doi=10.3390%2fapp10093321&partnerID=40&md5=5be6cd5661c1890cc6d7c6e23197f4a3

This investigative study aims to study the mechanical and morphological properties of fly ash (FA)-based geopolymer paste as a repair material when applied on ordinary Portland cement (OPC) overlay concrete. The first part of this study investigates the optimal mix design of FA-based geopolymer paste with various NaOH concentrations of 8, 10, 12, and 14 M, which were used later as a repair material. The second part studies the bonding strength using a slant shear test between the geopolymer repair material and OPC substrate concrete. The results showed that a shorter setting time corresponds to the higher NaOH molarity, within the range of 53 and 30 min at 8 and 14 M, respectively. The compressive strength of FA-based geopolymer paste was found to reach 92.5 MPa at 60 days. Also, from the slant shear test results, prism specimens with 125 mm length and 50 mm wide have a large bond strength of 11 MPa at 12 M. The scanning electron microscopy/energy-dispersive X-ray (SEM/EDX) analysis showed that the OPC substrate has a significant effect on slant shear bond strength, where the presence of free cations of Ca2+ on the OPC substrate surface contributed to the formation of calcium alumina-silicate hydrate gel (C-A-S-H) by building various cross-links of Ca-O-Si. © 2020 by the authors.