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National Repository of Grey Literature

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	Design and evaluation of asphalt rubber mixture for pavement binder course Musílek, Lukáš ; Telecký, Jiří (referee) ; Kudrna, Jan (advisor) The design of asphalt concrete for binder courses with high-viscosity asphalt rubber and low-viscosity asphalt rubber is carried out in the diploma thesis. Selected performance tests (low temperature characteristics, stiffness and fatigue) and water sensitivity are performed for these mixtures. Results are compared each other. Detailed record
	Evaluation of porous ashalt and acphalt conrete for very thin layers with asphalt modified by TecRoad additive Kaška, Zdeněk ; Telecký, Jiří (referee) ; Kudrna, Jan (advisor) This work is focused on the design and determination of the properties of porous asphalt and asphalt concrete for very thin layers with TecRoad addition. The water sensitivity, particle loss, stiffness, fatigue and low temperature characteristics and resistance to permanent deformation are determined for a description of mixtures properties. Subsequently, the mixtures are compared and recommendations for use in maintenance and reconstruction of roads are prepared. Detailed record
	Design and evaluation of asphalt rubber mixture for pavement binder course Musílek, Lukáš ; Telecký, Jiří (referee) ; Kudrna, Jan (advisor) The design of asphalt concrete for binder courses with high-viscosity asphalt rubber and low-viscosity asphalt rubber is carried out in the diploma thesis. Selected performance tests (low temperature characteristics, stiffness and fatigue) and water sensitivity are performed for these mixtures. Results are compared each other. Detailed record
	Evaluation of porous ashalt and acphalt conrete for very thin layers with asphalt modified by TecRoad additive Kaška, Zdeněk ; Telecký, Jiří (referee) ; Kudrna, Jan (advisor) This work is focused on the design and determination of the properties of porous asphalt and asphalt concrete for very thin layers with TecRoad addition. The water sensitivity, particle loss, stiffness, fatigue and low temperature characteristics and resistance to permanent deformation are determined for a description of mixtures properties. Subsequently, the mixtures are compared and recommendations for use in maintenance and reconstruction of roads are prepared. Detailed record

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4	Telecký, Jakub

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