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.
Authors
- Ippei Maruyama (ORCID: https://orcid.org/0000-0001-7521-3586)
- Ryo Kurihara (ORCID: https://orcid.org/0000-0002-2445-9073)
- Y Kanda
Institutions
- The University of Tokyo (JP)
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