Hydration mechanics and microstructure evolution of carbide slag-based low clinker limestone calcined clay cements

Limestone calcined clay cement (LC 3 ) with 50% clinker content represents a significant advancement in low-carbon binders but further clinker reduction is limited by insufficient portlandite (CH) availability to sustain pozzolanic reactions. Commercial CH addition defeats the low-carbon purpose due to its carbon emission higher than clinker. This study addresses this dual challenge by valorizing industrial carbide slag (CS), a CH-rich (80%) waste by-product – as a circular calcium source to enable low-clinker LC 3 formulations with 30% and 40% clinker factors. Six paste mixes were systematically evaluated, comparing raw CS and calcined CS against conventional LC 3 -50 and OPC controls. A multi-technique characterization framework was employed to establish the hydration kinetics, phase assemblage, C-(A)-S-H gel chemistry, and pore structure evolution. The results reveal a synergistic trade-off mechanism: although the addition of both CS forms inhibits the hydration of clinker silicates (C 3 S/C 2 S), this inhibition is effectively compensated by sustained pozzolanic reactions driven by the supplemental calcium and the formation of Al rich C–(A)–S–H gel with shorter silicate chains, alongside stable carboaluminate phases. Consequently, LC 3 -40-CaO achieves a 28-day compressive strength of 52.5 MPa, equivalent to LC 3 -50, while utilizing 10% less clinker. All CS-modified pastes exhibit refined pore structures (critical pore entry radii of 14–17 nm), comparable to LC 3 -50 (11 nm) and substantially finer than OPC (77 nm). Environmental performance indicators demonstrated 16% reduction in embodied CO 2 per MPa compared to LC 3 -50. This work establishes waste carbide slag as a viable, low-carbon CH source enabling mechanically robust LC 3 binders with clinker factors below 50%, advancing circular economy principles in sustainable cement production. • Multi-scale mechanistic framework explains dual calcium source pathways • Waste carbide slag enables <50% clinker content in LC 3 • Calcined carbide slag outperforms raw slag in the mechanical performance • 15-20% embodied CO 2 reduction versus LC 3 -50 through combined clinker reduction and waste valorization

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Journal
Cement and Concrete Composites
Published
2026-03-08
DOI
https://doi.org/10.1016/j.cemconcomp.2026.106565
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Hydration mechanics and microstructure evolution of carbide slag-based low clinker limestone calcined clay cements

Muhammad Riaz Ahmad, Zhen Leng, Bing Chen, Jian-Guo Dai et al.
Cement and Concrete Composites
Concrete and Cement Materials Research
article

Hydration mechanics and microstructure evolution of carbide slag-based low clinker limestone calcined clay cements

Muhammad Riaz Ahmad, Zhen Leng, Bing Chen, Jian-Guo Dai, Umar Hayat
article en

Abstract

Limestone calcined clay cement (LC 3 ) with 50% clinker content represents a significant advancement in low-carbon binders but further clinker reduction is limited by insufficient portlandite (CH) availability to sustain pozzolanic reactions. Commercial CH addition defeats the low-carbon purpose due to its carbon emission higher than clinker. This study addresses this dual challenge by valorizing industrial carbide slag (CS), a CH-rich (80%) waste by-product – as a circular calcium source to enable low-clinker LC 3 formulations with 30% and 40% clinker factors. Six paste mixes were systematically evaluated, comparing raw CS and calcined CS against conventional LC 3 -50 and OPC controls. A multi-technique characterization framework was employed to establish the hydration kinetics, phase assemblage, C-(A)-S-H gel chemistry, and pore structure evolution. The results reveal a synergistic trade-off mechanism: although the addition of both CS forms inhibits the hydration of clinker silicates (C 3 S/C 2 S), this inhibition is effectively compensated by sustained pozzolanic reactions driven by the supplemental calcium and the formation of Al rich C–(A)–S–H gel with shorter silicate chains, alongside stable carboaluminate phases. Consequently, LC 3 -40-CaO achieves a 28-day compressive strength of 52.5 MPa, equivalent to LC 3 -50, while utilizing 10% less clinker. All CS-modified pastes exhibit refined pore structures (critical pore entry radii of 14–17 nm), comparable to LC 3 -50 (11 nm) and substantially finer than OPC (77 nm). Environmental performance indicators demonstrated 16% reduction in embodied CO 2 per MPa compared to LC 3 -50. This work establishes waste carbide slag as a viable, low-carbon CH source enabling mechanically robust LC 3 binders with clinker factors below 50%, advancing circular economy principles in sustainable cement production. • Multi-scale mechanistic framework explains dual calcium source pathways • Waste carbide slag enables <50% clinker content in LC 3 • Calcined carbide slag outperforms raw slag in the mechanical performance • 15-20% embodied CO 2 reduction versus LC 3 -50 through combined clinker reduction and waste valorization

Cement and Concrete CompositesVol. 170
Hong Kong Polytechnic University (HK), City University of Hong Kong (HK), Shanghai Jiao Tong University (CN), Shanghai Ocean University (CN)
Openalex Percentile: Top 31%
Concrete and Cement Materials Research
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