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Clinker-free cement based on calcined clay, slag, portlandite, anhydrite, and C-S-H seeding: An SCM-based low-carbon cementitious binder approach.

Authors :
Li, Xuerun
Wanner, Andrea
Hesse, Christoph
Friesen, Sergej
Dengler, Joachim
Source :
Construction & Building Materials. Sep2024, Vol. 442, pN.PAG-N.PAG. 1p.
Publication Year :
2024

Abstract

A clinker-free cement (CFC) based on portlandite, calcined clay, slag, limestone powder, anhydrite, and C-S-H seeding is reported. The aim was to develop a low-carbon clinker-free cementitious binder using supplementary cementitious materials (SCMs), portlandite, a sulfate source, and accelerators. The impacts of ordinary Portland cement (OPC), portlandite, calcined clay and anhydrite on the strength of the C-S-H-seeded CFC were investigated. Strength, flow, setting and expansion of the mortar were investigated. Hydration kinetics were studied using calorimetry and XRD Rietveld analysis. Results showed that the seeded CFC exhibited similar strength and flow to OPC but produced significantly less heat. The factors contributing to the enhanced strength and improved flow behavior of the CFC were examined. Expansion behavior of CFC and its relationship with anhydrite content and ettringite formation was analyzed. Additionally, the microstructure of the hardened paste was characterized using SEM and mercury intrusion porosimetry (MIP) to evaluate the impact of C-S-H seeding. The combination of a low-carbon binder mix design and C-S-H seeding effectively reduced the CO 2 footprint of cementitious binders, with the seeded-CFC achieving >50 % reduction in CO 2 emissions per MPa compared to OPC. The proposed CFC binder approach was further validated using other types of SCMs. [Display omitted] • A clinker-free cement (CFC) based on portlandite, SCM and C-S-H seeding. • C-S-H seeding accelerates SCM reaction, leading to strength gain and meeting 32.5 grade cement. • CFC advantages: similar mortar flow to OPC, low heat release, and reduced CO 2 footprint. • CFC exhibits enhanced early strength with C-S-H seeding; late strength correlates with seeding dose. • CFC shows better mortar flow than LC3 cement, limited expansion, and dense structure. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
09500618
Volume :
442
Database :
Academic Search Index
Journal :
Construction & Building Materials
Publication Type :
Academic Journal
Accession number :
178908891
Full Text :
https://doi.org/10.1016/j.conbuildmat.2024.137546