Please use this identifier to cite or link to this item: https://bura.brunel.ac.uk/handle/2438/33875
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dc.contributor.authorShamseldein, Ayman-
dc.contributor.authorShamass, Rabee-
dc.contributor.authorZhou, Xiangming-
dc.contributor.authorAl-Noaimat, Yazeed A-
dc.contributor.authorKamel, Kamel T-
dc.date.accessioned2026-09-17T14:29:00Z-
dc.date.available2026-09-17T14:29:00Z-
dc.date.issued2026-09-02-
dc.identifier.citationShamseldein, A. et al. (2026) 'Enhancing Early-Age Strength of Low-Clinker Limestone Calcined Clay Cement Using Sodium Carbonate and Chemical Accelerators', Buildings, 16(17), 3500, pp. 1–21. doi: 10.3390/buildings16173500.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/33875-
dc.descriptionData Availability Statement: The original contributions presented in this study are included in the article; further inquiries can be directed to the corresponding author.en_US
dc.description.abstractWhile limestone calcined clay cement (LC3) can reduce CO2 emissions by up to 50%, low early-age strength in low-clinker formulations limits its structural adoption. This study investigates practical strategies to accelerate early strength development in low-clinker LC3 mortars (clinker fraction ~42.5%) using sodium carbonate (1–3%) and a commercial chemical accelerator (1.5–3%), evaluated individually and in combination. Eleven mortar mixes were tested for compressive and flexural strength at 3, 7, and 28 days per BS EN 196-1, alongside ATR-FTIR hydration characterization and dry versus wet mixing comparisons. Results show that 2% sodium carbonate is the optimal single dosage, increasing 7-day compressive strength by ~29% (from 6.8 to 8.8 MPa) and flexural strength by 22% (from 2.46 to 3.00 MPa). Combining 1% sodium carbonate with 1.5% accelerator produced a pronounced synergistic effect, boosting 7-day compressive strength by 38% (9.4 MPa) and flexural strength by 34% (3.30 MPa). FTIR spectra confirmed enhanced silicate polymerization and carboaluminate precipitation. These findings provide construction practitioners with a scalable, low-cost chemical activation method to facilitate early demoulding and formwork stripping in sustainable low-carbon construction.en_US
dc.description.sponsorshipThis research is part of the ISPF Early Career Fellowship Scheme—Egypt, sponsored by the British Council through the International Science Partnerships Fund. It falls under the sub-project titled “Nurturing Early Career Fellows in Climate Resilient and Sustainable Built Environment Research Agenda”, with project code 13003100.en_US
dc.format.extentpp. 1–21-
dc.format.mediumElectronic-
dc.languageEnglishen_US
dc.language.isoen_USen_US
dc.publisherMDPIen_US
dc.rightsRe-use licence for this version: CC BY-
dc.rightsLicence for published version: CC BY-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectlimestone calcined clay cement (LC3)en_US
dc.subjectearly-age strengthen_US
dc.subjectsodium carbonateen_US
dc.subjectchemical acceleratoren_US
dc.subjectlow-carbon concreteen_US
dc.subjectFTIR spectroscopyen_US
dc.subject.other1201 Architecture-
dc.subject.other1202 Building-
dc.subject.other1203 Design Practice and Management-
dc.titleEnhancing Early-Age Strength of Low-Clinker Limestone Calcined Clay Cement Using Sodium Carbonate and Chemical Acceleratorsen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.3390/buildings16173500-
dc.relation.isPartOfBuildingsen_US
pubs.issue17-
pubs.publication-statusPublished online-
pubs.volume16-
dc.identifier.eissn2075-5309-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dcterms.dateAccepted2026-08-28-
dcterms.dateAccepted2026-08-28-
dcterms.issued2026-09-02-
dc.date.updated2026-09-17T14:25:02Z-
dc.rights.holderThe authors-
dc.contributor.orcidShamseldein, Ayman [0000-0003-3746-096X]-
dc.contributor.orcidShamass, Rabee [0000-0002-7990-8227]-
dc.contributor.orcidZhou, Xiangming [0000-0001-7977-0718]-
dc.identifier.number3500-
Appears in Collections:Department of Civil and Environmental Engineering Research Papers

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