Paper Title:
Influence of Slag and Fly Ash on the Self-Healing Ability of Concrete
  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.

  Info
Periodical
Advanced Materials Research (Volumes 306-307)
Chapter
Chapter 8: Constructional Materials
Edited by
Shiquan Liu and Min Zuo
Pages
1020-1023
DOI
10.4028/www.scientific.net/AMR.306-307.1020
Citation
Z. H. Zhou, Z. Q. Li, D. Y. Xu, J. H. Yu, "Influence of Slag and Fly Ash on the Self-Healing Ability of Concrete", Advanced Materials Research, Vols. 306-307, pp. 1020-1023, 2011
Online since
August 2011
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Price
$32.00
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