Comparison of static elasticity modulus of Conventional and Self-Compacting Concrete
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU90789" target="_blank" >RIV/00216305:26110/11:PU90789 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Comparison of static elasticity modulus of Conventional and Self-Compacting Concrete
Original language description
The paper states comparison of characteristics of conventional and Self Compacting Concrete (SCC). Mix-designs of both the types of concrete show only slight difference of dosing of individual components. SCC requires higher amount of fine parts to achieve the typical self-compacting property. The aim of the experimental part was the same strength class of both types of concrete so that static elasticity modules could be compared correctly.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/FR-TI2%2F350" target="_blank" >FR-TI2/350: *Green Cement and Evironmentally Friendly Concrete Products: Development and technological support of introducing new types of economical and ecological cements intended for complex application in production of environmentally friendly concrete in CR</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů