Change of the Coefficient of Thermal Expansion of Mortar Due to Damage by Freeze Thaw Cycles-Reference-Cited by-同舟云学术

Change of the Coefficient of Thermal Expansion of Mortar Due to Damage by Freeze Thaw Cycles

Published:2013-12-27 Issue:12 Volume:11 Page:333-346
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Sicat Evdon¹,Gong Fuyuan¹,Zhang Dawei²,Ueda Tamon³

Affiliation:

1. Laboratory of Engineering for Maintenance System, Graduate School of Engineering, Hokkaido University. Sapporo, Japan.

2. College of Civil Engineering and Architecture, Zhejiang University, China.

3. Laboratory of Engineering for Maintenance System, Faculty of Engineering, Hokkaido University, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/11/12/11_333/_pdf

Reference37 articles.

1. ACI Committee 211, (1991). “Standard practice for selecting proportions for normal, heavyweight, and mass concrete.” Detroit: American Concrete Institute, ACI 211.1-91.

2. Ai, H., Young, J. F. and Scherer, G. W., (2001). “Thermal expansion kinetics: Method to measure permeability of cementitious materials: II, Application to hardened cement pastes.” Journal of the American Ceramic Society, 84(2), 385-91.

3. Al-Ostaz, A., (2007). “Study Effect of moisture content on the coefficient of thermal expansion of concrete.” Technical Report, Department of Civil Engineering, University of Mississippi.

4. Bordallo, H. N., Aldridge, L. P. and Desmedt, A., (2006). “Water dynamics in hardened ordinary portland cement paste or concrete: From quasielastic neutron scattering.” The Journal of Physical Chemistry B, 110(36), 17966-17976.

5. Chatterji, S., (1999). “Aspects of the freezing process in a porous material-water system Part 1. Freezing and the properties of water and ice.” Cement and Concrete Research, 29, 627-630.

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