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VYŠVAŘIL, M. ROVNANÍKOVÁ, M. BAYER, P.
Original Title
The effect of water/cement ratio on the sulfate corrosion of fine grained concrete
English Title
Type
journal article - other
Language
en
Original Abstract
This paper is focused on the sulfate attack on fine grained concrete where the effect of 0.5% sulfuric acid emulating MICC and also effect of solution simulating sewage water on the concrete samples with three different water/cement ratios (w/c = 0.4, 0.45 and 0.5) have been investigated. After 1, 3 and 6 months of the corrosive treatment the content of sulfate ions and pH values in several layers of specimens were determined. It was found that the sulfate ions penetrate into concrete to maximum depth of 20 mm and the pH of the aqueous leaches of particular layers of the samples was reduced to 11.92 at the most. Thus, the conditions for the depassivation of reinforcement were not met.
English abstract
Keywords
concrete, corrosion, sulfates, pH, waste water
RIV year
2014
Released
01.09.2014
ISBN
2319-1163
Periodical
International Journal of Research in Engineering and Technology
Year of study
2014 (03)
Number
Special Issue 13
State
IN
Pages from
71
Pages to
76
Pages count
6
Documents
BibTex
@article{BUT110120, author="Martin {Vyšvařil} and Markéta {Rovnaníková} and Patrik {Bayer}", title="The effect of water/cement ratio on the sulfate corrosion of fine grained concrete", annote="This paper is focused on the sulfate attack on fine grained concrete where the effect of 0.5% sulfuric acid emulating MICC and also effect of solution simulating sewage water on the concrete samples with three different water/cement ratios (w/c = 0.4, 0.45 and 0.5) have been investigated. After 1, 3 and 6 months of the corrosive treatment the content of sulfate ions and pH values in several layers of specimens were determined. It was found that the sulfate ions penetrate into concrete to maximum depth of 20 mm and the pH of the aqueous leaches of particular layers of the samples was reduced to 11.92 at the most. Thus, the conditions for the depassivation of reinforcement were not met.", chapter="110120", number="Special Issue 13", volume="2014 (03)", year="2014", month="september", pages="71--76", type="journal article - other" }