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  1. Home
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  3. Center of Excellence Geopolymer & Green Technology (CeGeoGTech)
  4. Journal Articles
  5. Characterisation at the bonding zone between fly ash based Geopolymer Repair Materials (GRM) and Ordinary Portland Cement Concrete (OPCC)
 
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Characterisation at the bonding zone between fly ash based Geopolymer Repair Materials (GRM) and Ordinary Portland Cement Concrete (OPCC)

Journal
Materials
ISSN
1996-1944
Date Issued
2020
Author(s)
Warid Wazien Ahmad Zailani
Universiti Teknologi MARA
Mohd. Mustafa Al Bakri Abdullah
Universiti Malaysia Perlis
Mohd Fadzil Arshad
Universiti Teknologi MARA
Rafiza Abd Razak
Universiti Malaysia Perlis
Muhammad Faheem Mohd. Tahir
Universiti Malaysia Perlis
Remy Rozainy Mohd Arif Zainol
Universiti Sains Malaysia
Marcin Nabialek
Czestochowa University of Technology, Poland
Andrei Victor Sandu
Gheorghe Asachi Technical University of Iasi, Romania
Jerzy J. Wysłocki
Czestochowa University of Technology, Poland
Katarzyna Błoch
Czestochowa University of Technology, Polland
DOI
10.3390/ma14010056
Abstract
In recent years, research and development of geopolymers has gained significant interest in the fields of repairs and restoration. This paper investigates the application of a geopolymer as a repair material by implementation of high-calcium fly ash (FA) as a main precursor, activated by a sodium hydroxide and sodium silicate solution. Three methods of concrete substrate surface preparation were cast and patched: as-cast against ordinary Portland cement concrete (OPCC), with drilled holes, wire-brushed, and left as-cast against the OPCC grade 30. This study indicated that FA-based geopolymer repair materials (GRMs) possessed very high bonding strength at early stages and that the behavior was not affected significantly by high surface treatment roughness. In addition, the investigations using scanning electron microscopy (SEM) and energy-dispersive X-ray (EDX) spectroscopy have revealed that the geopolymer repair material became chemically bonded to the OPC concrete substrate, due to the formation of a C–A–S–H gel. Fundamentally, the geopolymer network is composed of tetrahedral anions (SiO4)4− and (AlO4)5− sharing the oxygen, which requires positive ions such as Na+, K+, Li+, Ca2+, Na+, Ba2+, NH4+, and H3O+. The availability of calcium hydroxide (Ca(OH)2) at the surface of the OPCC substrate, which was rich in calcium ions (Ca2+), reacted with the geopolymer; this compensated the electron vacancies of the framework cavities at the bonding zone between the GRM and the OPCC substrate.
Subjects
  • Microstructure

  • Fly Ash

  • Geopolymer

  • Bonding Zone

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Characterisation at the Bonding Zone between Fly Ash (D).pdf (4.28 MB)
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