Salt Scaling Resistance of Concrete with Added Metakaolin
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00174962" target="_blank" >RIV/68407700:21110/10:00174962 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Salt Scaling Resistance of Concrete with Added Metakaolin
Popis výsledku v původním jazyce
The resistance of high performance concrete to salt scaling was studied in this experimental work. In the concrete mixtures 10% by weight of cement was replaced by metakaolin. The salt-scaling resistance of high performance concrete with metakaolin was compared both to normal concrete and air-entrained concrete. It was found, that the resistance of concrete that contained metakaolin was better compared to normal concrete but worse compared to air-entrained concrete. In addition, during the experimentalwork, it was found that the state of the surface layer has critical influence on the results of the scaling test. The samples where the surface of fresh concrete was brushed to simulate field conditions performed an order of magnitude worse than sampleswith soft surface.
Název v anglickém jazyce
Salt Scaling Resistance of Concrete with Added Metakaolin
Popis výsledku anglicky
The resistance of high performance concrete to salt scaling was studied in this experimental work. In the concrete mixtures 10% by weight of cement was replaced by metakaolin. The salt-scaling resistance of high performance concrete with metakaolin was compared both to normal concrete and air-entrained concrete. It was found, that the resistance of concrete that contained metakaolin was better compared to normal concrete but worse compared to air-entrained concrete. In addition, during the experimentalwork, it was found that the state of the surface layer has critical influence on the results of the scaling test. The samples where the surface of fresh concrete was brushed to simulate field conditions performed an order of magnitude worse than sampleswith soft surface.
Klasifikace
Druh
C - Kapitola v odborné knize
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/GD103%2F09%2FH078" target="_blank" >GD103/09/H078: Počítačová a experimentální analýza stavebních materiálů a jejich vícevrstvých systémů</a><br>
Návaznosti
Z - Vyzkumny zamer (s odkazem do CEZ)
Ostatní
Rok uplatnění
2010
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název knihy nebo sborníku
Computer and Experimental Analysis of Civil Engineering Materials and their Multilayered Systems II
ISBN
978-80-01-04676-0
Počet stran výsledku
9
Strana od-do
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Počet stran knihy
218
Název nakladatele
ČVUT
Místo vydání
Praha
Kód UT WoS kapitoly
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