Multi-objective optimization of one-part geopolymer mortars adopting response surface method

dc.contributor.authorSrinivasa, A.S.
dc.contributor.authorYaragal, S.C.
dc.contributor.authorSwaminathan, K.
dc.contributor.authorRakesh Kumar Reddy, R.
dc.date.accessioned2026-02-04T12:25:45Z
dc.date.issued2023
dc.description.abstractOne-part geopolymers have immense potential in large-scale structures owing to their improved safety and convenience of handling over the conventional geopolymer mixing 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. © 2023 Elsevier Ltd
dc.identifier.citationConstruction and Building Materials, 2023, 409, , pp. -
dc.identifier.issn9500618
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2023.133772
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/21546
dc.publisherElsevier Ltd
dc.subjectBending strength
dc.subjectDrying
dc.subjectFly ash
dc.subjectGeopolymers
dc.subjectInorganic polymers
dc.subjectMortar
dc.subjectMultiobjective optimization
dc.subjectShrinkage
dc.subjectSlags
dc.subjectSurface properties
dc.subjectBinder content
dc.subjectDrying shrinkages
dc.subjectFlowability
dc.subjectGeopolymer
dc.subjectGeopolymer mortars
dc.subjectOne parts
dc.subjectOne-part geopolymer
dc.subjectOptimisations
dc.subjectResponse surfaces methods
dc.subjectSolid activator
dc.subjectCompressive strength
dc.titleMulti-objective optimization of one-part geopolymer mortars adopting response surface method

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