Reduction of drying shrinkage via C-S-H densification: The role of early-age thermal history

This study investigated the influence of curing temperature on the drying shrinkage behavior of cement paste by analyzing calcium silicate hydrate (C-S-H) microstructural changes. Ordinary Portland cement specimens were cured at 20, 60, and 80 °C and exposed to varying relative humidity conditions (11–95% RH). The microstructural evolution of C-S-H was quantitatively assessed using 1 H NMR relaxometry and X-ray diffraction/Rietveld analysis. Through evaluation of C-S-H density and specific surface area, we established that the densification mechanism induced by high-temperature curing mirrors the C-S-H stacking process during drying. This was supported by a consistent linear correlation between specific surface area and bulk density across all curing temperatures, indicating that high-temperature-cured specimens had already undergone partial shrinkage during curing. These findings provide a mechanistic explanation for the reduced drying shrinkage susceptibility of cement-based materials cured at elevated temperatures.

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Publication Details

Journal
Cement and Concrete Research
Published
2025-09-19
DOI
https://doi.org/10.1016/j.cemconres.2025.108037
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
1.91
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article

Reduction of drying shrinkage via C-S-H densification: The role of early-age thermal history

Ippei Maruyama, Ryo Kurihara, Y Kanda
2 citations
Cement and Concrete Research
Concrete and Cement Materials Research
1.91
article

Reduction of drying shrinkage via C-S-H densification: The role of early-age thermal history

Ippei Maruyama, Ryo Kurihara, Y Kanda
article en
2 citations

Abstract

This study investigated the influence of curing temperature on the drying shrinkage behavior of cement paste by analyzing calcium silicate hydrate (C-S-H) microstructural changes. Ordinary Portland cement specimens were cured at 20, 60, and 80 °C and exposed to varying relative humidity conditions (11–95% RH). The microstructural evolution of C-S-H was quantitatively assessed using 1 H NMR relaxometry and X-ray diffraction/Rietveld analysis. Through evaluation of C-S-H density and specific surface area, we established that the densification mechanism induced by high-temperature curing mirrors the C-S-H stacking process during drying. This was supported by a consistent linear correlation between specific surface area and bulk density across all curing temperatures, indicating that high-temperature-cured specimens had already undergone partial shrinkage during curing. These findings provide a mechanistic explanation for the reduced drying shrinkage susceptibility of cement-based materials cured at elevated temperatures.

Cement and Concrete ResearchVol. 199
The University of Tokyo (JP)
Openalex Percentile: Top 13%
Concrete and Cement Materials Research
1.91
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Reduction of drying shrinkage via C-S-H densification: The role of early-age thermal history — Ippei Maruyama, Ryo Kurihara, et al. · Cement and Concrete Research (2025) | TGRS Research Map | TGRS