Characterisation at the Bonding Zone between Fly Ash Based Geopolymer Repair Materials (GRM) and Ordinary Portland Cement Concrete (OPCC)

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 hy...

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Bibliographic Details
Main Authors: Abdullah, MMA (Author), Arshad, MF (Author), Bloch, K (Author), Nabialek, M (Author), Razak, RA (Author), Sandu, AV (Author), Tahir, MFM (Author), Wyslocki, JJ (Author), Zailani, WWA (Author), Zainol, RRMA (Author)
Format: Article
Language:English
Published: 2021
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02413nam a2200289Ia 4500
001 10.3390-ma14010056
008 220223s2021 CNT 000 0 und d
245 1 0 |a Characterisation at the Bonding Zone between Fly Ash Based Geopolymer Repair Materials (GRM) and Ordinary Portland Cement Concrete (OPCC) 
260 0 |c 2021 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3390/ma14010056 
520 3 |a 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. 
650 0 4 |a bonding zone 
650 0 4 |a fly ash 
650 0 4 |a geopolymer 
650 0 4 |a microstructure 
650 0 4 |a STRENGTH 
700 1 0 |a Abdullah, MMA  |e author 
700 1 0 |a Arshad, MF  |e author 
700 1 0 |a Bloch, K  |e author 
700 1 0 |a Nabialek, M  |e author 
700 1 0 |a Razak, RA  |e author 
700 1 0 |a Sandu, AV  |e author 
700 1 0 |a Tahir, MFM  |e author 
700 1 0 |a Wyslocki, JJ  |e author 
700 1 0 |a Zailani, WWA  |e author 
700 1 0 |a Zainol, RRMA  |e author 
773 |t MATERIALS