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https://bura.brunel.ac.uk/handle/2438/33875Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Shamseldein, Ayman | - |
| dc.contributor.author | Shamass, Rabee | - |
| dc.contributor.author | Zhou, Xiangming | - |
| dc.contributor.author | Al-Noaimat, Yazeed A | - |
| dc.contributor.author | Kamel, Kamel T | - |
| dc.date.accessioned | 2026-09-17T14:29:00Z | - |
| dc.date.available | 2026-09-17T14:29:00Z | - |
| dc.date.issued | 2026-09-02 | - |
| dc.identifier.citation | Shamseldein, 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.uri | https://bura.brunel.ac.uk/handle/2438/33875 | - |
| dc.description | Data 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.abstract | While 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.sponsorship | This 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.extent | pp. 1–21 | - |
| dc.format.medium | Electronic | - |
| dc.language | English | en_US |
| dc.language.iso | en_US | en_US |
| dc.publisher | MDPI | en_US |
| dc.rights | Re-use licence for this version: CC BY | - |
| dc.rights | Licence for published version: CC BY | - |
| dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
| dc.subject | limestone calcined clay cement (LC3) | en_US |
| dc.subject | early-age strength | en_US |
| dc.subject | sodium carbonate | en_US |
| dc.subject | chemical accelerator | en_US |
| dc.subject | low-carbon concrete | en_US |
| dc.subject | FTIR spectroscopy | en_US |
| dc.subject.other | 1201 Architecture | - |
| dc.subject.other | 1202 Building | - |
| dc.subject.other | 1203 Design Practice and Management | - |
| dc.title | Enhancing Early-Age Strength of Low-Clinker Limestone Calcined Clay Cement Using Sodium Carbonate and Chemical Accelerators | en_US |
| dc.type | Article | en_US |
| dc.identifier.doi | https://doi.org/10.3390/buildings16173500 | - |
| dc.relation.isPartOf | Buildings | en_US |
| pubs.issue | 17 | - |
| pubs.publication-status | Published online | - |
| pubs.volume | 16 | - |
| dc.identifier.eissn | 2075-5309 | - |
| dc.rights.license | https://creativecommons.org/licenses/by/4.0/legalcode.en | - |
| dcterms.dateAccepted | 2026-08-28 | - |
| dcterms.dateAccepted | 2026-08-28 | - |
| dcterms.issued | 2026-09-02 | - |
| dc.date.updated | 2026-09-17T14:25:02Z | - |
| dc.rights.holder | The authors | - |
| dc.contributor.orcid | Shamseldein, Ayman [0000-0003-3746-096X] | - |
| dc.contributor.orcid | Shamass, Rabee [0000-0002-7990-8227] | - |
| dc.contributor.orcid | Zhou, Xiangming [0000-0001-7977-0718] | - |
| dc.identifier.number | 3500 | - |
| Appears in Collections: | Department of Civil and Environmental Engineering Research Papers | |
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| File | Description | Size | Format | |
|---|---|---|---|---|
| FullText.pdf | Copyright © 2026 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license. | 2.26 MB | Adobe PDF | View/Open |
This item is licensed under a Creative Commons License