Cement Science and Concrete Technology
Online ISSN : 2187-3313
Print ISSN : 0916-3182
ISSN-L : 0916-3182
Cement Chemistry
INFLUENCE OF CURING TEMPERATURE ON THE HYDRATION OF THE CEMENT USING GROUND GRANULATED BLAST FURNACE SLAG WITH DIFFERENT BASICITY
Yoko HIRANORyuichiro KUGAHikotsugu HYODO
Author information
JOURNAL FREE ACCESS

2022 Volume 76 Issue 1 Pages 115-122

Details
Abstract

Strength development at 10, 20, and 30℃ was evaluated and hydration reaction analysis was performed using three GGBS with basicities ranging from 1.63 to 1.90. The hydration reaction analysis was performed by XRD/Rietveld method, chemical composition analysis of C-S-H by SEM-EDS, and pore size distribution by MIP. Hydration reaction analysis was performed by XRD/Rietveld method to determine the hydrate phase, SEM-EDS to analyze C-S-H chemical composition, and MIP to determine pore size distribution. It was found that the strength development of the low basicity GGBS improved with increasing temperature and longer age of the material, and that the strength development of the low basicity GGBS was more temperature-dependent than that of the high basicity GGBS. The low basicity GGBS had a higher proportion of C-S-H in the total hydrates, and it was inferred that the contribution of C-S-H formation to the strength enhancement for the low basicity GGBS cement was significant.

Content from these authors
© Japan Cement Association
Previous article Next article
feedback
Top