Comparison of comprebive strength and young's modulus of cement samples with different types of aggregate

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00242539" target="_blank" >RIV/68407700:21110/16:00242539 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.677.207" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.677.207</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.677.207" target="_blank" >10.4028/www.scientific.net/KEM.677.207</a>

Result language
angličtina
Original language name
Comparison of comprebive strength and young's modulus of cement samples with different types of aggregate
Original language description
Several different types of aggregates were used for production of tested samples, namely: the standard sand of a fraction 0-4 mm, quartz sand of a fraction 0-0.4 mm, finely ground recycled limestone powder of a fraction 0-0.07 mm, finely ground recycled concrete of a fraction 0-0.13 mm (ground by Lavaris Company), and finally crushed bricks of a fraction 2-5 mm. The Portland cement CEM I 42.5 R produced in Radotín was used as a binder. Testing was carried out on prismatic samples of dimensions 40 x 40 x 160 mm. Comprebive strength and static Young's modulus were measured for individual samples and these differed by the type of a microfiller and its amount.
Czech name
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Czech description
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Project
<a href="/en/project/TA04031256" target="_blank" >TA04031256: Development of mechanically activated materials based on recyclable concrete for progressive stabilized or cold recycled structural layers</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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