Interfacial Tensile Bond between Substrate Concrete and Repairing Mortar under Freeze-Thaw Cycles-Reference-Cited by-同舟云学术

Interfacial Tensile Bond between Substrate Concrete and Repairing Mortar under Freeze-Thaw Cycles

Published:2016-08-24 Issue:8 Volume:14 Page:421-432
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Qian Ye¹,Zhang Dawei²,Ueda Tamon³

Affiliation:

1. Department of Civil Engineering and Engineering Mechanics, Columbia University, New York, NY, USA.

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

3. Division of Engineering and Policy for Sustainable Environment, Hokkaido University, Sapporo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/14/8/14_421/_pdf

Reference38 articles.

1. 1) ASTM C496, (1996). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM, Philadelphia, PA.

2. 2) ASTM C666-03, (2008). “Standard test method for resistance of concrete to rapid freezing and thawing.” ASTM, Philadelphia, PA.

3. 3) ASTM E1876-09, (2009). “Standard test method for dynamic Young's modulus, shear modulus, and Poisson's ratio by impulse excitation of vibration.” ASTM, Philadelphia, PA.

4. 4) Beushausen, H. and Alexander, M., (2008). “Bond strength development between concretes of different ages.” Magazine of concrete research, 60(1), 65-74.

5. 5) Du Chesne, A., Bojkova, A., Gapinski, J., Seip, D. and Fischer, P., (2000). “Film formation and redispersion of waterborne latex coatings.” Journal of colloid and interface science, 224(1), 91-98.

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