Yayın:
Compatibility of polycarboxylate ethers with cementitious systems containing fly ash: Effect of molecular weight and structure

dc.contributor.authorKobya, Veysel
dc.contributor.authorKarakuzu, Kemal
dc.contributor.authorMardani, Ali
dc.contributor.authorFelekoglu, Burak
dc.contributor.authorRamyar, Kambiz
dc.contributor.authorAssaad, Joseph
dc.contributor.authorEl-Hassan, Hilal
dc.contributor.buuauthorKOBYA, VEYSEL
dc.contributor.buuauthorMARDANİ, ALİ
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Ana Bilim Dalı
dc.contributor.researcheridFEQ-9214-2022
dc.contributor.researcheridC-7860-2015
dc.date.accessioned2025-11-06T17:00:40Z
dc.date.issued2025-09-16
dc.description.abstractSubstituting cement with mineral additives like fly ash is increasingly essential for sustainable production. While replacement rates largely depend on fresh-state properties, the interaction between fly ash and polycarboxylate ether (PCE) molecular structures remains underexplored. In this regard, this study investigates the effect of PCE molecular structures and weight on the rheology, setting, and strength of cementitious systems containing up to 45% fly ash additions. Seven distinct PCE possessing different molecular weights (27,000-78,000 g/mol) as well as backbone and side chain lengths are synthesized. The interaction between PCE and solid particles was explored through total organic carbon, dynamic light scattering, and gel permeation chromatography. Test results showed that the adsorption rates of the cement and fly ash particles within the cementitious composites improved by up to 90% with fly ash replacement and upon using PCE with a medium molecular weight of 56,000 g/mol, backbone length of 21 k, and short side chain length of 1000 g/mol. This has resulted in a 75% reduction in the material's apparent viscosity, delayed setting times of up to 38%, and improved early- and late-age compressive strengths of up to 123%. Such data can interest cement and admixture producers in proposing suitable PCEs for superior fly ash concrete performance.
dc.identifier.doi10.3390/buildings15183351
dc.identifier.issue18
dc.identifier.scopus2-s2.0-105017120377
dc.identifier.urihttps://doi.org/10.3390/buildings15183351
dc.identifier.urihttps://hdl.handle.net/11452/56738
dc.identifier.volume15
dc.identifier.wos001580657200001
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherMdpi
dc.relation.journalBuildings
dc.subjectSuperplasticizers
dc.subjectPerformance
dc.subjectStrength
dc.subjectConcrete
dc.subjectCrystallization
dc.subjectArchitecture
dc.subjectDurability
dc.subjectAdsorption
dc.subjectAdmixtures
dc.subjectDispersion
dc.subjectPolycarboxylate ether (PCE)
dc.subjectWater-reducing admixture
dc.subjectChain length
dc.subjectMolecular structure
dc.subjectFly ash
dc.subjectRheology
dc.subjectCompressive strength
dc.subjectScience & Technology
dc.subjectTechnology
dc.subjectConstruction & Building Technology
dc.subjectEngineering, Civil
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.titleCompatibility of polycarboxylate ethers with cementitious systems containing fly ash: Effect of molecular weight and structure
dc.typeArticle
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Ana Bilim Dalı
local.indexed.atWOS
local.indexed.atScopus
relation.isAuthorOfPublicationa8b5c69d-a587-4680-8a7a-e531e5485cf6
relation.isAuthorOfPublicationdd2de18c-4ec0-4272-8671-0094502e4353
relation.isAuthorOfPublication.latestForDiscoverya8b5c69d-a587-4680-8a7a-e531e5485cf6

Dosyalar

Orijinal seri

Şimdi gösteriliyor 1 - 1 / 1
Küçük Resim
Ad:
Kobya_Mardani_2025.pdf
Boyut:
4.94 MB
Format:
Adobe Portable Document Format