Improvement of Self-Compactability of Air-Enhanced Self-Compacting Concrete with Fine Entrained Air

Author:

Attachaiyawuth Anuwat1,Rath Sovannsathya1,Tanaka Kazunori2,Ouchi Masahiro1

Affiliation:

1. Department of Infrastructure Systems Engineering, Kochi University of Technology, Kami-city, Kochi Pref., Japan

2. Giken Ltd., Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference8 articles.

1. 1) ASTM C457-08, (2008). “Standard test method for microscopical determination of parameters of the air-void system in hardened concrete.” American Society for Testing and Materials, USA.

2. 2) Attachaiyawuth, A. and Ouchi, M., (2013). “Factors influence the mitigation of the interaction between coarse aggregate and mortar in self-compacting concrete.” Internet Journal of Society for Social Management Systems, 3. SMS13-1175.

3. 3) Attachaiyawuth, A., and Ouchi, M., (2014). “Effect of entrained air on mitigation of reduction in interaction between coarse aggregate and mortar during deformation of self-compacting concrete at fresh state.” Proceeding of the Japan Concrete Institute, JCI, 36(1), 1444-1449.

4. 4) Attachaiyawuth, A., Tanaka, K., Rath, S. and Ouchi., M., (2015). “Air-enhanced self-compactability of fresh concrete with effective mixing method.” Proceeding of the Japan Concrete Institute, JCI, 37, 1069-1074.

5. 5) JSCE, (1998). “Recommendation for Self-Compacting Concrete.” Japan Society of Civil Engineers, Japan.

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