Effects of Lime-Based Expansion Material and Freeze-Thaw Cycles on Air-Void Blockage in Concrete

Author:

Ogata Hidehiko1,Otsuka Momona2,Hyodo Masahiro3,Ikadatsu Haruka1

Affiliation:

1. The United Graduate School of Agricultural Sciences, Tottori University, 4-101 Koyamacho-minami, Tottori City, Tottori 680-8553, Japan.

2. Graduate School of Sustainability Science, Tottori University, 4-101 Koyamacho-minami, Tottori City, Tottori 680-8553, Japan.

3. Dept. of Agriculture, Tottori University, 4-101 Koyamacho-minami, Tottori City, Tottori 680-8553, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference30 articles.

1. 1) ASTM, (2020a). “Standard specification for ready-mixed concrete (ASTM C94/C94M-20).” American Society for Testing and Materials, West Conshohocken Pennsylvania: ASTM International.

2. 2) ASTM, (2020b). “Standard test method for microscopical determination of parameters of the air-void system in hardened concrete (ASTM C457/C457M-16).” American Society for Testing and Materials, West Conshohocken Pennsylvania: ASTM International.

3. 3) Backstrom, J. E., Burrows, R. W., Mielenz, R. C. and Wolkodoff, V. E., (1958). “Origin, evolution, and effects of the air void system in concrete. Part 2 - Influence of type and amount of air-entraining agent.” Journal of the American Concrete Institute, 55, 261-272.

4. 4) Bérodier, E., Muller, A. and Scrivener, L., (2020). “Effect of sulfate on C-S-H at early age.” Cement and Concrete Research, 138, 106248.

5. 5) Cao, Q. and Ma, Z. J., (2015). “Structural behavior of FRP enclosed shrinkage-compensating concrete (SHCC) beams made with different expansive agents.” Construction and Building Materials, 75, 450-457.

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