Workability, compressive strength, and efflorescence characteristics of one-part mix alkali-activated circulating fluidised bed combustion fly ash-based mortars

• Sustainable fly ash-based AAMs mortars were investigated. • Solid activator-to-precursor influences strength development of AAMs. • Na 2 SiO 3 -to-NaOH less influential on strength development of AAMs. • Mechanism governing strength development of AAMs is elucidated. In this study, one-part alkali-activated mortars are formulated using circulating fluidised bed combustion (CFBC) fly ash, derived from lignite (brown coal) combustion, as the precursor, and sodium hydroxide (NaOH) and sodium metasilicate (Na 2 SiO 3 ) as the solid activators. Experimental findings indicate that an increase in solid activator-to-precursor ratio correlates with improved workability and compressive strength of the mortars. The influence of Na 2 SiO 3 -to-NaOH ratio on the compressive strength of the mortars is apparent only in mixes with a high solid activator-to-precursor ratio of 0.4 and 0.5, indicating its relatively lesser significance compared to the solid activator-to-precursor ratio. The mechanism through which an increase in the solid activator-to-precursor ratio improves the compressive strength of the mortars is elucidated using attenuated total reflectance-Fourier transform infrared (ATR-FTIR) spectroscopy. The results indicate that increasing the solid activator-to-precursor ratio enhances the degree of alkali-activation for fly ash, thereby improving the compressive strength with increasing solid activator-to-precursor ratio.

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Publication Details

Journal
Cement
Published
2024-12-01
DOI
https://doi.org/10.1016/j.cement.2024.100123
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.52

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article

Workability, compressive strength, and efflorescence characteristics of one-part mix alkali-activated circulating fluidised bed combustion fly ash-based mortars

Jaka Sunarso, Dominic Ek Leong Ong, Chung Siung Choo, Sing Muk Ng et al.
2 citations
Cement
Concrete and Cement Materials Research
0.52
article

Workability, compressive strength, and efflorescence characteristics of one-part mix alkali-activated circulating fluidised bed combustion fly ash-based mortars

Jaka Sunarso, Dominic Ek Leong Ong, Chung Siung Choo, Sing Muk Ng, Deni Shidqi Khaerudini, Jason Shun Fui Pei, Melvina Tan
article en
2 citations

Abstract

• Sustainable fly ash-based AAMs mortars were investigated. • Solid activator-to-precursor influences strength development of AAMs. • Na 2 SiO 3 -to-NaOH less influential on strength development of AAMs. • Mechanism governing strength development of AAMs is elucidated. In this study, one-part alkali-activated mortars are formulated using circulating fluidised bed combustion (CFBC) fly ash, derived from lignite (brown coal) combustion, as the precursor, and sodium hydroxide (NaOH) and sodium metasilicate (Na 2 SiO 3 ) as the solid activators. Experimental findings indicate that an increase in solid activator-to-precursor ratio correlates with improved workability and compressive strength of the mortars. The influence of Na 2 SiO 3 -to-NaOH ratio on the compressive strength of the mortars is apparent only in mixes with a high solid activator-to-precursor ratio of 0.4 and 0.5, indicating its relatively lesser significance compared to the solid activator-to-precursor ratio. The mechanism through which an increase in the solid activator-to-precursor ratio improves the compressive strength of the mortars is elucidated using attenuated total reflectance-Fourier transform infrared (ATR-FTIR) spectroscopy. The results indicate that increasing the solid activator-to-precursor ratio enhances the degree of alkali-activation for fly ash, thereby improving the compressive strength with increasing solid activator-to-precursor ratio.

CementVol. 18
Griffith University (AU), Nuclear Energy Agency (FR), Sarawak Energy (Malaysia), Swinburne University of Technology Sarawak Campus (MY)
Sarawak Energy
Openalex Percentile: Top 35%
Concrete and Cement Materials Research
0.52
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