Detail publikace

Comparison of Resistance of Concrete for Sewage Pipes to Sulphate Corrosion Using Model Mortars

KOCÁB, D. TERZIJSKI, I. STRNAD, J. LOUDA, P.

Originální název

Comparison of Resistance of Concrete for Sewage Pipes to Sulphate Corrosion Using Model Mortars

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

This paper briefly discusses the basic theoretical findings about sulphate-induced corrosion of concrete and also the possibilities how to determine the degree of concrete resistance to such corrosion in the most effective way. The described experiment involves a twofold comparative test – monitoring of selected parameters of two model mortars stored in both the corrosive and the reference environments (water bath). During the test, these model mortars represent commonly used concrete for the manufacture of concrete sewer pipes. The article also explains why and how the mortars were designed and tested instead of concrete. The conclusion of the paper presents the results and their evaluation.

Klíčová slova

Concrete; model mortar; corrosion; resistance; comparative test

Autoři

KOCÁB, D.; TERZIJSKI, I.; STRNAD, J.; LOUDA, P.

Vydáno

11. 8. 2020

Nakladatel

Trans Tech Publications Ltd

Místo

Switzerland

ISBN

978-3-0357-3668-7

Kniha

Solid State Phenomena: 26th Concrete Days

ISSN

1662-9779

Periodikum

Solid State Phenomena

Ročník

309

Stát

Švýcarská konfederace

Strany od

44

Strany do

50

Strany počet

7

URL

BibTex

@inproceedings{BUT164694,
  author="Dalibor {Kocáb} and Ivailo {Terzijski} and Jiří {Strnad} and Pavel {Louda}",
  title="Comparison of Resistance of Concrete for Sewage Pipes to Sulphate Corrosion Using Model Mortars",
  booktitle="Solid State Phenomena: 26th Concrete Days",
  year="2020",
  journal="Solid State Phenomena",
  volume="309",
  pages="44--50",
  publisher="Trans Tech Publications Ltd",
  address="Switzerland",
  doi="10.4028/www.scientific.net/SSP.309.44",
  isbn="978-3-0357-3668-7",
  issn="1662-9779",
  url="https://www.scientific.net/SSP.309.44"
}