TY - JOUR
T1 - Effect of the hydration temperature between 110 and 190 ∘C on the microstructure of Class G cement
T2 - Phase composition, pore structure and C–S–H chemistry
AU - Alavoine, Axelle
AU - Lecomte, Math
AU - Saillio, Mickael
AU - Duc, Myriam
AU - Ghabezloo, Siavash
N1 - Publisher Copyright:
© 2025 The Authors
PY - 2026/2/1
Y1 - 2026/2/1
N2 - This study examines the microstructural evolution and changes in the properties of C–S–H in a cement paste hydrated at elevated temperatures ranging from 110 to 190 ∘C. Using a simple slurry formulation composed only of Class G cement and water, the material's evolution was quantitatively investigated through a multi-technique approach, including mechanical testing (UCT), microstructural analysis (MIP), and chemical characterization (TGA and XRD). The results reveal two key mechanisms driving the observed strength loss: (1) a significant increase in porosity and pore size over time, leading to microstructural coarsening, and (2) the formation of denser crystalline phases with higher C/S ratios (over 2). Estimations of the C/S ratio and density of the amorphous C–S–H indicate its progressive decalcification and densification, with the lowest C/S values observed at the highest curing temperatures. This work extends previous studies on the quantitative characterization of Class G cement paste hydrated between 7 and 90 ∘C (Bahafid et al., 2017, 2018), offering a comprehensive understanding of microstructural evolution over a broad temperature range - from 7 to 190 ∘C - during hydration.
AB - This study examines the microstructural evolution and changes in the properties of C–S–H in a cement paste hydrated at elevated temperatures ranging from 110 to 190 ∘C. Using a simple slurry formulation composed only of Class G cement and water, the material's evolution was quantitatively investigated through a multi-technique approach, including mechanical testing (UCT), microstructural analysis (MIP), and chemical characterization (TGA and XRD). The results reveal two key mechanisms driving the observed strength loss: (1) a significant increase in porosity and pore size over time, leading to microstructural coarsening, and (2) the formation of denser crystalline phases with higher C/S ratios (over 2). Estimations of the C/S ratio and density of the amorphous C–S–H indicate its progressive decalcification and densification, with the lowest C/S values observed at the highest curing temperatures. This work extends previous studies on the quantitative characterization of Class G cement paste hydrated between 7 and 90 ∘C (Bahafid et al., 2017, 2018), offering a comprehensive understanding of microstructural evolution over a broad temperature range - from 7 to 190 ∘C - during hydration.
KW - C–S–H composition
KW - High temperature cement
KW - Microstructure
KW - Strength retrogression
KW - Well cementing
UR - https://www.scopus.com/pages/publications/105022630006
U2 - 10.1016/j.cemconres.2025.108093
DO - 10.1016/j.cemconres.2025.108093
M3 - Article
AN - SCOPUS:105022630006
SN - 0008-8846
VL - 200
JO - Cement and Concrete Research
JF - Cement and Concrete Research
M1 - 108093
ER -