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An Investigation of the Bacterial Influence of Acidithiobacillus Thiooxidans on Concrete Composites

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dc.contributor.author Ondrejka Harbulakova, Vlasta
dc.contributor.author Estoková, Adriana
dc.contributor.author Ľuptáková, Alena
dc.date.accessioned 2020-02-12T15:24:12Z
dc.date.available 2020-02-12T15:24:12Z
dc.date.issued 2018-07
dc.identifier.issn 2267-1242
dc.identifier.uri https://doi.org/10.1051/e3sconf/20184500021
dc.identifier.uri https://repository-scidap.cvtisr.sk//xmlui/handle/123456789/33
dc.description.abstract Vegetation and microorganisms present the biological factors that deteriorate concrete. These problems are very visible in places like sewage, underground and hydraulic structures, chemical plants, industrial structures, liquid-containing structures, agricultural structures or marine environments. The most significant biodeteriogens are the sulphur-oxidising bacteria Acidithiobacillus thiooxidans (A. thiooxidans) and the sulphatereducing bacteria (Desulfovibrio spp.) that are responsible for the so-called sulphuretum consortium. Microorganisms that produce sulphuric acid accelerate the deterioration of concrete sewer pipes in a process termed Microbially Induced Concrete Corrosion (MIC). The paper considers the assessment of the release of calcium and silicon from concrete composites with and without coal fly ash by sulphur-oxidizing bacteria. The concrete mixture contained coal fly ash as 5 wt. % and wt. 10 % cement replacement. Prepared composites were exposed to an aggressive microbial environment under laboratory conditions for 3 months. The pH values were measured and studied during this time period. A different resistance against MIC was observed for the concrete composites of different compositions. The highest amount of calcium leached-out from the concrete was in the case of the composites where 10 % cement was replaced by fly ash. en_US
dc.language.iso en en_US
dc.title An Investigation of the Bacterial Influence of Acidithiobacillus Thiooxidans on Concrete Composites en_US
dc.type Article en_US


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