Compatibility of melamine formaldehyde- and polycarboxylate-based superplasticizers on slag/sintering ash-based geopolymer paste

dc.contributor.authorTekin, Lker
dc.contributor.authorPekgoz, Mahfuz
dc.contributor.authorSaleh, Noora Khasro
dc.contributor.authorKiamahalleh, Mohammad Valizadeh
dc.contributor.authorGholampour, Aliakbar
dc.contributor.authorGençel, Osman
dc.contributor.authorOzbakkaloglu, Togay
dc.contributor.authorGençel, Osman
dc.date.accessioned2025-10-18T13:24:50Z
dc.date.created2024
dc.date.issued2024
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractThe high viscosity of a geopolymer based on fresh slag/ash represents a notable drawback in terms of workability. This research delves into the potential advantages of incorporating a superplasticizer to address the low workability of geopolymers. Innovatively, geopolymer pastes were formulated using energy production system ash (EPA) and ground granulated blast furnace slag (GGBFS), alongside melamine formaldehyde and polycarboxylate-based superplasticizers (SPs). Furthermore, paste formulations incorporated maximized emission reduction of sintering (MEROS) ash (SA), a by-product of the steel industry. Flow table and marsh funnel time tests were conducted to assess the impact of 1 %, 2.5 %, and 5 % SPs and SA on fresh-state behavior of the geopolymer pastes. Comprehensive examinations of physical, mechanical, and morphological characteristics of the geopolymer pastes were undertaken under two conditions: without and with NaOH (at various NaOH concentrations). The findings indicate that, the presence of SPs has minimal impact on the workability of the pastes. However, when the NaOH is used instead of the Na2SiO3 at 10 %, inclusion of 1 % polycarboxylate-based (PCE), melamine formaldehyde-based (MF) SPs and SA results in a dramatic decrease in the marsh funnel time by 12, 8.5 and 5.3 times, respectively. While the inclusion of 1 % PCE and MF increases the 28-day compressive strength of the geopolymer paste by about 48 % and 4 %, respectively, the addition of 1 % SA causes a significant improvement in the 28-day compressive strength by about 87 % under NaOH-free condition. When 10 % NaOH is used, an increase in the SPs content from 0 % to 5 % leads to a reduction in compressive strength, while the use of 5 % SA leads to an increase in 7-, 28-, and 90-day compressive strength by approximately 33 %, 35 %, and 16 %, respectively. Microstructure analysis reveals that geopolymer gels such as calcium aluminum silicate hydrate and sodium aluminum silicate hydrate can contain sulfur derived from the admixtures. The use of SA not only improves mechanical properties but also promotes sustainable utilization of industrial by-products in construction materials.
dc.identifier.doi10.1016/j.conbuildmat.2024.139681
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.orcidValizadeh Kiamahalleh, Mohammad/0009-0005-8546-4801
dc.identifier.orcidPEKGOZ, Mahfuz/0000-0002-9529-8537
dc.identifier.orcidtekin, ilker/0000-0001-7400-4790;
dc.identifier.scopus2-s2.0-85213222296
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2024.139681
dc.identifier.urihttps://hdl.handle.net/11772/23140
dc.identifier.volume458
dc.identifier.wosWOS:001400147200001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.relation.sdgGoal-09: Industry Innovation And Infrastructure
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzWoS_20251016
dc.subjectGround Granulated Blast Furnace Slag
dc.subjectSintering Ash
dc.subjectChemical Compatibility
dc.subjectChemical Admixture
dc.subjectGeopolymer Paste
dc.titleCompatibility of melamine formaldehyde- and polycarboxylate-based superplasticizers on slag/sintering ash-based geopolymer paste
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublication514d779e-b53b-47d7-a8d8-5e07c2799629
relation.isAuthorOfPublication.latestForDiscovery514d779e-b53b-47d7-a8d8-5e07c2799629

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