Multi-objective optimization of one-part geopolymer mortars adopting response surface method
•Optimization of one-part geopolymer mortars based on flow, strength and shrinkage properties.•GGBS is the most influencing factor, that controls the strength of OPGMs, followed by solid activator content.•Optimum mix proportion of OPGM is achieved, that demonstrated the superior microstructural and...
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Veröffentlicht in: | Construction & building materials 2023-12, Vol.409, p.133772, Article 133772 |
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Zusammenfassung: | •Optimization of one-part geopolymer mortars based on flow, strength and shrinkage properties.•GGBS is the most influencing factor, that controls the strength of OPGMs, followed by solid activator content.•Optimum mix proportion of OPGM is achieved, that demonstrated the superior microstructural and mineralogical characteristics.
One-part geopolymers haveimmense potential in large-scale structures owing to their improved safety and convenience of handling over the conventional geopolymermixing procedure. Thus, this study aims at optimizing the mixes by assessing the influence of binder content, activator dosage and water to geopolymer solids (W/GS) ratio on the flowability, strength, and shrinkage properties of one-part geopolymer mortars (OPGM). The test results were utilized to develop models that could predict the desired properties of mixes and optimize the mix proportions of OPGMs using the response surface method. The fly ash and slag-based OPGMs were developed. The GGBS substitution was chosen as 25, 50, and 75% by volume of fly ash. The activator dosage was taken as 8, 12, and 16% by mass of total binder content at varied W/GS ratios of 0.35, 0.40, and 0.45. The responses considered were flowability, compressive and flexural strengths at 7 and 28 days, and drying shrinkage of up to 180 days. Total of 504 specimen were cast to record the observations for this optimization study. The GGBS content, W/GS ratio, and combined effect of these factors were found to be the most influential factors affecting the responses. The optimal mix proportion obtained consists of 49.8% GGBS, 13.6% activator dosage, and 0.37 W/GS ratio. This mix achieved 170.4 mm flow, 57.8 MPa and 5.9 MPa compressive and flexural strengths, respectively and also 1626 microstrain of 180 days drying shrinkage. The microstructural characterization adopting techniques like SEM, XRD, TGA and FTIR was carried out to study microstructural changes, mineral phases, thermal mass loss and molecular bonding of OPGM mixes. This study revealed that mix with 50% GGBS, 12% activator dosage and 0.40 W/GS ratio can better be characterized compared to other mixes. |
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ISSN: | 0950-0618 1879-0526 |
DOI: | 10.1016/j.conbuildmat.2023.133772 |