MICROSTRUCTURAL CHANGE OF HARDENED CEMENT PASTES UNDER RE-HUMIDIFICATION ANALYZED BY 1H-NMR RELAXOMETRY：T1-T2 CORRELATION STUDY-Reference-Cited by-同舟云学术

MICROSTRUCTURAL CHANGE OF HARDENED CEMENT PASTES UNDER RE-HUMIDIFICATION ANALYZED BY 1H-NMR RELAXOMETRY：T1-T2 CORRELATION STUDY

Published:2024-03-29 Issue:1 Volume:77 Page:35-43
ISSN:0916-3182
Container-title:Cement Science and Concrete Technology
language:en
Short-container-title:

Author:

KURIHARA Ryo¹,OHKUBO Takahiro²,MARUYAMA Ippei¹³

Affiliation:

1. THE UNIVERSITY OF TOKYO, Graduate School of Engineering, Department of Architecture（7-3-1, Hongo, Bunkyo-ku, Tokyo 113-8656, Japan）

2. CHIBA UNIVERSITY, Graduate School of Engineering, Department of Applied Chemistry and Biotechnology（1-33, Yayoi-cho, Inage-ku, Chiba-shi, Chiba 263-8522, Japan）

3. NAGOYA UNIVERSITY, Graduate School of Environmental Studies, Department of Environmental Engineering and Architecture（Furo-cho, Chikusa-ku, Nagoya-shi, Aichi 464-8601, Japan）

Publisher

Japan Cement Association

Link

https://www.jstage.jst.go.jp/article/cement/77/1/77_35/_pdf

Reference23 articles.

1. 1) I. Maruyama et al.：Dynamic microstructural evolution of hardened cement paste during first drying monitored by ¹H NMR relaxometry, Cement and Concrete Research, Vol.122, pp.107-117（2019）

2. 2) I. Maruyama et al.：Surface area changes in C₃S paste during the first drying analyzed by ¹H NMR relaxometry, Cement and Concrete Research, Vol.156, p.106762（2022）

3. 3) A. M. Gajewicz et al.：A ¹H NMR relaxometry investigation of gel-pore drying shrinkage in cement pastes, Cement and Concrete Research, Vol.86, pp.12-19（2016）

4. 4) R. A. Helmuth and D. H. Turk：The reversible and irreversible drying shrinkage of hardened Portland cement and tricalcium silicate pastes, Journal of the PCA research and development laboratories, Vol.9, No.2, pp.8-21（1967）

5. 5) I. Maruyama et al.：Strength and Young’s modulus change in concrete due to long-term drying and heating up to 90℃, Cement and Concrete Research, Vol.66, pp.48-63（2014）