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RESISTANCE OF CONCRETE MODIFIED WITH STYRENE-ACRYLATE BASED ADMIXTURE TO AGGRESSIVE ENVIRONMENT

Daniel Dobiáš

First published: 2019-06-20https://doi.org/10.5593/sgem2019/6.2/s26.032View metrics

Abstract

Article is describing results of an experimental program focused on development of concrete, resistant to impacts of low pH environment. To a very low pH (2-4) is concrete often exposed when used in agricultural production (for example for silage or hay silage pits). Therefore, its degradation with such a low pH is very fast. The experimental part of the work focused on modification of concrete with sealing admixture on the basis of styrene-acrylate. We prepared set of 3 concrete mixtures with different dosing of styrene-acrylate. We subsequently monitored resistance of these 3 mixtures and 1 reference mixture to a liquid aggressive environment with pH 2 and pH 3. Testing bodies prepared from these mixtures were set in the given environment for the period of 180 days and then tested. We used mechanical tests, pull-off tests and determination of depth of aggressive environment penetration in the concrete with help of SEM/EDS analysis. Polymer admixture had significant impact mainly on reduction of the depth of penetration of aggressive environment in the concrete. Positive impact of the admixture was however also noticed in resistance of concrete surface layers tested by pull-off tests. Generally, we can state that in dependence on the dose rate of polymer the concrete resistance to low pH increased.

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Publication details

Title
RESISTANCE OF CONCRETE MODIFIED WITH STYRENE-ACRYLATE BASED ADMIXTURE TO AGGRESSIVE ENVIRONMENT
Authors
Daniel Dobiáš
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 19th International Multidisciplinary Scientific GeoConference SGEM2019, Nano, Bio, Green and Space: Technologies for Sustainable Future
Publisher
STEF92 Technology
Year
2019
Pages
247-254
SWS Citekey
Dobias201926247254
ISSN
1314-2704
ISBN
978-619-7408-89-8
Language
en
Publication type
Conference Paper
Keywords
References8
  1. EN 206 Concrete Specification, performance, production and conformity.

  2. CSN P 73 2404, Concrete Specification, performance, production and conformity Supplementary information. Prague: Czech Standardization Institute; 2016.

  3. Moskvin V.M., Ivanov F.M., Alexejev S.N., Gusejev E.A. Corrosion of concrete and reinforced concrete, methods of their protection (in Russian), Strojizdat, Moscow, 1980.

  4. Monteny J., De Belie N., Taerwe L. Resistance of different types of concrete mixtures to sulfuric acid, Materials and Structures, vol. 36, pp 242-249, 2003.

  5. Sokolowska J.J., Woyciechowski P., Adamczewski G., Influence of acidic environments on cement and polymer-cement concretes degradation, Advanced Materials Research, vol. 687, pp.144-149, 2013.

  6. Sernad A., Yazici H., Yigiter H., Baradan B. Sulfuric acid resistence of high-volume fly ash concrete, Building and Environment, vol. 42/issue 2, pp 717-721, 2007.

  7. Czarnecki, L. Polymer concretes, Cement-Lime-Concrete, vol. 15, pp 63 85, 2010.

  8. EN 1015, Methods of test for mortar for masonry Part 11: Determination of flexural and compressive strength of hardened mortar. Prague: CSI; 2000.

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