Resistance of Non-cement Concrete to Chloride Ingress

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00340067" target="_blank" >RIV/68407700:21110/20:00340067 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/20:00340067

Výsledek na webu

<a href="https://doi.org/10.1063/5.0000377" target="_blank" >https://doi.org/10.1063/5.0000377</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/5.0000377" target="_blank" >10.1063/5.0000377</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Resistance of Non-cement Concrete to Chloride Ingress

Popis výsledku v původním jazyce

Global environmental problems lead to the development of new technologies with lower carbon print, and selection of materials incorporating various waste materials. This trend in in the building industry reflected by the replacement of Portland cement by binding systems demanding lower amount of energy and non-renewable resources. The aim of this work is an experimental study dealing with the resistance of non-cement concrete to the action of deicers and cycle freezing-thawing in terms of determination of surface scaling resistance and ingress of chloride ion into concrete mass. Used binder was based on the activated energy by products. The conducted program confirmed good resistance to scaling of this mixtures, which could be additionally increased by the addition of fly ash. Although good scaling resistance studied mixtures exhibited increased ingress of chloride ions, which exceeded critical concentration in the surface layer.

Název v anglickém jazyce

Resistance of Non-cement Concrete to Chloride Ingress

Popis výsledku anglicky

Global environmental problems lead to the development of new technologies with lower carbon print, and selection of materials incorporating various waste materials. This trend in in the building industry reflected by the replacement of Portland cement by binding systems demanding lower amount of energy and non-renewable resources. The aim of this work is an experimental study dealing with the resistance of non-cement concrete to the action of deicers and cycle freezing-thawing in terms of determination of surface scaling resistance and ingress of chloride ion into concrete mass. Used binder was based on the activated energy by products. The conducted program confirmed good resistance to scaling of this mixtures, which could be additionally increased by the addition of fly ash. Although good scaling resistance studied mixtures exhibited increased ingress of chloride ions, which exceeded critical concentration in the surface layer.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20501 - Materials engineering

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2020

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

SPECIAL CONCRETE AND COMPOSITES 2019: 16th International Conference

ISBN

978-0-7354-1961-2

ISSN

0094-243X

e-ISSN

1551-7616

Počet stran výsledku

4

Strana od-do

"020014-1"-"020014-4"

Název nakladatele

AIP Conference Proceedings

Místo vydání

New York

Místo konání akce

Lísek, Bystřice nad Pernštejnem

Datum konání akce

16. 10. 2019

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

000557821500004