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Vliv triaxiální deformace kameniva na vlastnosti betonu / The influence of triaxial deformation of aggregates on properties of concrete

This diploma work takes focus in elastic modulus of unbound granular aggregates, which was determined by repeat load triaxial test and in deformation behaviour of unbound granular aggregates - elastic and plastic deformation. It was examine the propriety of this aggregate for its service as underlying granular material in pavement. Further, there was observed the influence of elastic modulus of unbound granular aggregates on concrete characteristics - compressive and bending strength. Finally, it was observed the influence of individual fractions of aggregates on its elastic modulus and strength of concrete.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:216555
Date January 2009
CreatorsFójcik, Tomáš
ContributorsKalina, Lukáš, Šoukal, František
PublisherVysoké učení technické v Brně. Fakulta chemická
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

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