National Repository of Grey Literature 119 records found  beginprevious110 - 119  jump to record: Search took 0.01 seconds. 
Open-graded asphalt concrete filled with a special cement grout
Hruška, Lukáš ; Mondschein,, Petr (referee) ; Hýzl, Petr (advisor)
Aim of this thesis is the usage of the open-graded asphalt concrete filled with a special cement grout in the road structures. Thesis defines the main concrete properties and explains related legislation and norms that apply. In addition, laboratory design of asfalt mixtures and a tree kind mortal filler and possibilities of mortal filler pigmentation are dealth with. Finally, thesis evaluates the results from various laboratory tests that were performed on the specimens made from final mixtures.
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.
Evaluation of Low Noise Stone Mastix Asphallt with CRmB
Zavřel, Tomáš ; Frýbort, David (referee) ; Kudrna, Jan (advisor)
The aim of diploma thesis is to design mixture SMA LA 8 with crumb rubber modified bitumen (9,9 %) and a modifier additive TecRoad (22 %) and the test of water sensitivity, the resistance to permanent deformation and to frost cracking, the determination of the stiffness and fatigue characteristics. Test methods are described and evaluated.
Design of asphalt concrete mixture and determinantion of water resistance
Renza, Jaroslav ; Matoušek, David (referee) ; Varaus, Michal (advisor)
This bachelor's thesis describes and tests designs of asphalt mixtures of the type asphalt concrete according to the National Annex of the revised standards ČSN EN 13108-1 Asphalt concrete. Designs of mixture were followed by comparing of its resistance to water.
Design of asphalt concrete mixture and determinantion of the resistance against permanent deformation
Němec, Jan ; Matoušek, David (referee) ; Varaus, Michal (advisor)
This bachelor thesis deals with the problem regarding asphalt concrete mixtures, concretely ACO 11+. This type of mixture has low resistance to permanent deformation (rutting) while high temperatures are present. The binder and aggregate tests regarding physical and mechanical properties were carried out. Subsequently the new mixture was designed on the basis of stricter requirement for grading envelope and air void content. The design mixture was tested for resistance to permanent deformation. From the obtained results the change in the national annex of the standard ČSN EN 13108-1 is considered in terms of change in testing temperature for some kinds of binders. The same tests were conducted in others asphalt laboratories in the Czech Republic to ensure the maximum comparability.
Low noise pavement surfaces
Zítka, Patrik ; Dašek, Ondřej (referee) ; Hýzl, Petr (advisor)
This bachelor´s thesis focuses on the use of low-noise road surfaces, due to a constant increase of traffic noise nowadays. Within this work different types of roadways are analyzed and their advantages and disadvantages are shown. Additionally, the basic measuring methods of the traffic noise are described and summarized. Finally the procedures and results of the measurements on noise emissions on low-noise surface VIAPHONE® are discussed.
Design of asphalt mixtures and testing of their resistance against permanent deformation
Dlouhý, Petr ; Dašek, Ondřej (referee) ; Varaus, Michal (advisor)
The thesis deals with the testing of raw materials for the asphalt intermixtures development, where the tests of aggregates and asphalt binders were performed. Consequently two asphalt mixtures, Czech mixture ACO 11 and German mixture AC 11 DS, were developed. The mixtures were further on tested for resistance against permanent malformation. Accomplished results were reciprocally compared.
Adhesion of bituminous binders to aggregate
Vlk, Petr ; Hýzl, Petr (referee) ; Varaus, Michal (advisor)
In 2005 the revised European standard 12697-11:2005 [1] was introduced offering a choice of three different methods. The static method described in part B has some similarities with the replaced Swiss standard for the determination of the affinity between bitumen and aggregates [2] and Czech standard for adhesions of asfalt binder to aggregates ČSN 73 6161 [3]. The result of this study is to compare the static method described in the [3] and a draft changes by Swiss research project [4] with the current revision of the European Standard 12697-11: 2005.
Analysis of the laboratory test "Crack propagation by semi-circular bending"
Petříček, Václav ; Dašek, Ondřej (referee) ; Varaus, Michal (advisor)
The objective of this bachelor thesis is to realize the basic laboratory tests of aggregate and asphalt binder, thereafter, to desing the Czech asphalt mixture ACO 11+ and the German asphalt mixture AC 11 DS and to compare them after testing for the resistence againts crack propagation.
Design of asphalt mixtures with the orientation on the water sensitivity
Kalfeřt, Martin ; Dašek, Ondřej (referee) ; Varaus, Michal (advisor)
In these thesis aggregate and bitumen for the design of asphalt mixtures were described and tested. Further the asphalt mixture was tested with various tests and with the test for the water sensitivity.

National Repository of Grey Literature : 119 records found   beginprevious110 - 119  jump to record:
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