Influence of Slag and Fly Ash on the Self-Healing Ability of Concrete

Article Preview

Abstract:

The influence of slag and fly ash on the self-healing ability of concrete was researched by strength measurement and SEM analysis. The self-healing ratio was measured by the increase of compressive strength before and after self-healing. The optimal mixing amount of slag and fly ash were determined, and the reasonable sand ratio was obtained. Analyzing results show that the self-healing ability of concrete was the strongest when the mixing content of slag and fly ash were 30% and 40% respectively. The appropriate sand ratio was also obtained, when the sand ratio is 33%, the self-healing ability of concrete is the strongest.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 306-307)

Pages:

1020-1023

Citation:

Online since:

August 2011

Export:

Price:

[1] Natl. cent. qual. Superv. & test build. Engine: Technol. concr. Nondestruct. Test. (China Build. Mater. Ind. Publ. House, Beijing, China, (1996).

Google Scholar

[2] J.Y. Li, Master Degree Thesis (Hebei Univ. Technol., Tianjin, China, (2006).

Google Scholar

[3] A.A. Malik, Master Degree Thesis (Univ. Md., Md., USA, (1992).

Google Scholar

[4] J.H. Kim, H.G. Kwak, Computer-Aided Civil Infra. Eng. 23, 611 (2008)

Google Scholar

[5] K.Q. Zhang, K. Yang, Concr. 5, 99 (2007)

Google Scholar

[6] W. H. Zhong, W. Yao, Constr. Build. Mater. 22, 1137 (2008)

Google Scholar

[7] J. S, S.E.J, Cem Concr Res. 26, 55 (1996)

Google Scholar

[8] J, S, M.J, Cem Concr Res. 25, 17 (1995)

Google Scholar

[9] H. Q.Yang, W.H. Dong, Yangtze River 32, 30 (2001)

Google Scholar

[10] J. F. Jiang, China Concr Cem Pro. 29, 3 (2002)

Google Scholar