Effects of clinker and calcined clay mineralogy on the hydration of limestone calcined clay cement (LC3)

The effects of Portland clinker and calcined clay (CC) mineralogy on the hydration of limestone calcined clay cement (LC 3 ) were investigated. Three clinkers with high/low C 3 S and C 3 A contents were combined with three CCs with different kaolinite contents (47, 80, and 98%). Comprehensive CC characterization, isothermal calorimetry, synchrotron and laboratory in-situ and ex-situ XRD, SEM-EDS, and compressive strength tests were conducted. CC47 and CC80 led to equivalent sulfate demands and comparable hydration kinetics, despite the large differences in composition and surface area. 27 Al NMR revealed the predominance of more soluble Al [V] sites in CC47, which did not have a significant impact on early-age hydration. The aluminate content in clinker did not govern sulfate demand; instead, the clinker with the smallest alite crystal size and low C 3 A content led to the highest sulfate demand. Specific clinker + CC combination allowed CC47-containing samples to reach strengths comparable to those obtained with CC80.

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Publication Details

Journal
Cement and Concrete Research
Published
2026-06-17
DOI
https://doi.org/10.1016/j.cemconres.2026.108316
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Effects of clinker and calcined clay mineralogy on the hydration of limestone calcined clay cement (LC3)

Caroline Bender, Paulo Ricardo de Matos, Ana Paula Kirchheim, José Andrade Neto et al.
Cement and Concrete Research
Concrete and Cement Materials Research
article

Effects of clinker and calcined clay mineralogy on the hydration of limestone calcined clay cement (LC3)

Caroline Bender, Paulo Ricardo de Matos, Ana Paula Kirchheim, José Andrade Neto, Larissa Dresch, Erich Rodríguez, Franco Zunino
article en

Abstract

The effects of Portland clinker and calcined clay (CC) mineralogy on the hydration of limestone calcined clay cement (LC 3 ) were investigated. Three clinkers with high/low C 3 S and C 3 A contents were combined with three CCs with different kaolinite contents (47, 80, and 98%). Comprehensive CC characterization, isothermal calorimetry, synchrotron and laboratory in-situ and ex-situ XRD, SEM-EDS, and compressive strength tests were conducted. CC47 and CC80 led to equivalent sulfate demands and comparable hydration kinetics, despite the large differences in composition and surface area. 27 Al NMR revealed the predominance of more soluble Al [V] sites in CC47, which did not have a significant impact on early-age hydration. The aluminate content in clinker did not govern sulfate demand; instead, the clinker with the smallest alite crystal size and low C 3 A content led to the highest sulfate demand. Specific clinker + CC combination allowed CC47-containing samples to reach strengths comparable to those obtained with CC80.

Cement and Concrete ResearchVol. 208
Universidade Federal do Rio Grande do Sul (BR), Universidade do Estado de Santa Catarina (BR), Universidade Federal de Santa Maria (BR), University of California, Berkeley (US)
Conselho Nacional de Desenvolvimento Científico e Tecnológico
Openalex Percentile: Top 11%
Concrete and Cement Materials Research
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