The influence of washing of crushed aggregate on mechanical properties of high-performance concrete containing supplementary cementitious materials
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00342384" target="_blank" >RIV/68407700:21110/20:00342384 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.4028/www.scientific.net/SSP.309.26" target="_blank" >https://doi.org/10.4028/www.scientific.net/SSP.309.26</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.309.26" target="_blank" >10.4028/www.scientific.net/SSP.309.26</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The influence of washing of crushed aggregate on mechanical properties of high-performance concrete containing supplementary cementitious materials
Popis výsledku v původním jazyce
The paper compares macromechanical and micromechanical properties of high-performance concrete containing supplementary cementitious materials and basalt aggregate. The aggregate was either a common unprocessed crushed basalt aggregate or crushed basalt aggregate the coarse fractions (4/8 and 8/16 mm) of which were washed by water and dried before use. The observed macro-mechanical properties were compressive strength, tensile strength, elastic modulus and depth of penetration of water under pressure; the paper is focused on the first observed property, which is the basic material characteristic. On the microscale, the thickness of the interfacial transition zone (ITZ) was determined by nanoindentation. The positive influence of supplementary cementitious materials and aggregate washing on compressive strength was confirmed and the correlation between macromechanical and micromechanical characteristics was proved.
Název v anglickém jazyce
The influence of washing of crushed aggregate on mechanical properties of high-performance concrete containing supplementary cementitious materials
Popis výsledku anglicky
The paper compares macromechanical and micromechanical properties of high-performance concrete containing supplementary cementitious materials and basalt aggregate. The aggregate was either a common unprocessed crushed basalt aggregate or crushed basalt aggregate the coarse fractions (4/8 and 8/16 mm) of which were washed by water and dried before use. The observed macro-mechanical properties were compressive strength, tensile strength, elastic modulus and depth of penetration of water under pressure; the paper is focused on the first observed property, which is the basic material characteristic. On the microscale, the thickness of the interfacial transition zone (ITZ) was determined by nanoindentation. The positive influence of supplementary cementitious materials and aggregate washing on compressive strength was confirmed and the correlation between macromechanical and micromechanical characteristics was proved.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GA17-19463S" target="_blank" >GA17-19463S: Analýza závislostí mezi mikrostrukturou a makroskopickými vlastnostmi ultravysokohodnotných betonů</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2020
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Solid State Phenomena Vol. 309
ISBN
—
ISSN
1662-9779
e-ISSN
1662-9779
Počet stran výsledku
5
Strana od-do
26-30
Název nakladatele
TRANS TECH PUBLICATIONS LTD
Místo vydání
Zurich
Místo konání akce
Hradec Králové
Datum konání akce
20. 11. 2019
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—