Effect of Self-Healing on the Different Transport Properties of Cementitious Composites
Author:
Affiliation:
1. Department of Civil Engineering, Ryerson University, Toronto, ON, Canada.
2. Department of Civil Engineering, Gazi University, Ankara, Turkey.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/13/3/13_112/_pdf
Reference26 articles.
1. 1) Bentz, D. P., (2006). “Influence of alkalis on porosity percolation in hydrating cement pastes.” Cement and Concrete Composites, 28(5), 427-431.
2. 2) Chindaprasirt, P., Jaturapitakkul, C. and Sinsiri, T., (2005). “Effect of fly ash fineness on compressive strength and pore size of blended cement paste.” Cement and Concrete Composites, 27(4), 425-428.
3. 3) Edvardsen, C., (1999). “Water permeability and auto¬genous healing of cracks in concrete.” ACI Materials Journal, 96(4), 448-455.
4. 4) Jawed, I. and Skalny, J. P., (1978). “Alkalis in cement: A review II. Effects of alkalis on hydration and performance of Portland cement.” Cement and Concrete Research, 8, 37-52.
5. 5) Jooss, M., (2001). “Leaching of concrete under thermal influence.” Otto-Graf-Journal, 12, 51-68.
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