Yayın:
Durability properties of fly ash-based geopolymer mortars with different quarry waste fillers

dc.contributor.authorTammam, Yosra
dc.contributor.authorUysal, Mucteba
dc.contributor.authorCanpolat, Orhan
dc.date.accessioned2026-06-27T14:45:06Z
dc.date.issued2022
dc.description.abstractGeopolymers are an important alternative material supporting recycling, sustainability, and waste management. Durability properties are among the most critical parameters to be investigated; in this study, the durability of manufactured geopolymer samples under the attack of 10% magnesium sulfate and 10% sodium sulfate solution was investigated. 180 cycles of freezing and thawing were also tested. The experimentally obtained results investigate the durability of geopolymer mortar prepared with fly ash (class F) and alkali activator. Three different quarry dust wastes replaced the river sand aggregate: limestone, marble, and basalt powder as fine filler aggregate in three different replacement ratios of 25%, 50%, and 75% to produce ten series of geopolymer composites. The geopolymer samples??? visual appearance, weight changes, UPV, and strength properties were studied for up to 12 months at different time intervals of exposure to sulfate solutions to investigate sulfate resistance. In addition, Scanning Electron Microscopy (SEM), EDS, and XRD were used to study the microstructure of the samples. It was beneficial to include quarry waste as a filler aggregate in durability and mechanical properties. The compact matrix was demonstrated by microstructural analysis of the manufactured specimens. The geopolymer mortars immersed in sodium sulfate showed less strength reduction and deterioration than magnesium sulfate, indicating that magnesium sulfate is more aggressive than sodium sulfate. Therefore, it is concluded that using waste dust interrogation with partial replacement of river sand with fly ash-based geopolymers has satisfactory results in terms of durability properties of freeze-thaw and sulfate resistance.en
dc.description.urihttps://doi.org/10.12989/cac.2022.29.5.335
dc.identifier.doi10.12989/cac.2022.29.5.335
dc.identifier.eissn1598-818X
dc.identifier.endpage346
dc.identifier.issn1598-8198
dc.identifier.issue5
dc.identifier.startpage335
dc.identifier.urihttps://hdl.handle.net/20.500.14981/64311
dc.identifier.volume29
dc.identifier.wos000800718100005
dc.language.isoeng
dc.publisherTECHNO-PRESS
dc.relation.ispartofCOMPUTERS AND CONCRETE
dc.subjectdurability
dc.subjectfly ash
dc.subjectfreezing-thawing
dc.subjectgeopolymer
dc.subjectmicrostructure
dc.subjectquarry waste materials
dc.subjectsulfate environment
dc.subjectFREEZE-THAW RESISTANCE
dc.subjectACTIVATED SLAG MORTARS
dc.subjectPORTLAND-CEMENT
dc.subjectSULFATE ATTACK
dc.subjectCONCRETE
dc.subjectSTRENGTH
dc.subjectSODIUM
dc.subjectCONSTRUCTION
dc.subjectPERFORMANCE
dc.subjectComputer Science
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.subjectMaterials Science
dc.titleDurability properties of fly ash-based geopolymer mortars with different quarry waste fillers
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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