National Repository of Grey Literature 98 records found  beginprevious79 - 88next  jump to record: Search took 0.02 seconds. 
Swedish and US AR mixture design comparison
Puda, Adam ; Frýbort, David (referee) ; Kudrna, Jan (advisor)
This master's theseis deals with comparison of two design concepts for producting asphalt mixture with CRmB. These design concepts are from Sweden and USA. The theoretical part sets parameters for design of asphalt mixture and chracteristic tests. In the practical part test speciements of design asphatl mixture undergo performace tests that simulate climate and traffic load. Results are compared to mathematical model used in program LayEps.
Design of SAL asphalt mixtures for rehabilitation of concrete pavements
Vlk, Radomír ; Hegr, Zdeněk (referee) ; Varaus, Michal (advisor)
This master's thesis describes how to use the asphalt layer called Stress Absorbing Layer (SAL) and comparises it with other types of SAL with different types of asphalt binders. In the first theoretical part is SAL generally described. In the second part is SAL practically tested and described.
Resistance of bituminous binder to ageing
Rous, Vojtěch ; Frýbort, David (referee) ; Kudrna, Jan (advisor)
Asphalt binder ageing and experiences with various ageing methods from abroad are described in this thesis. The practical part deals with the RTFOT aging and with the influence of the duration of this test. The comparison of test results is conducted before and after the aging by values of needle penetration, elastic recovery, softening point and resilience tests are evaluated and compared.
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.
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.
Double Layer Porous Asphalt with Aspahlt-rubber Binder
Klimeš, Petr ; Hegr, Zdeněk (referee) ; Kudrna, Jan (advisor)
The possibilities of double layer porous asphalt usage and rules for design of porous asphalt mixtures are introduced in this work. The porous asphalt mixtures PA 8, PA 11 and PA 16 are designed with different content of asphalt-rubber according to Marshall Test method. The water sensitivity, drainability, particle loss of these PA are determined. The permanent deformation and drainability of double layer PA 8 and PA 11 were also determined. The possibility of usage of this double layer porous asphalt with expected decreasing of traffic noise was proved.
Machine for the recovery of road signs on roads
Malchárek, Martin ; Škopán, Miroslav (referee) ; Kašpárek, Jaroslav (advisor)
Object of this bachelor’s thesis is machine for the removing road signs on roads. Bachelor’s thesis involves background research with selection of similar machines on the market. Next part is focused on self design of the machine. Requirement of the design was simplicity of producing and high comfort for operator. This design is supported by calculations of basic parameters, V-belt transmission and strength check of shaft with tools.
Design of stone mastix asphalt and determinantion of the resistance against permanent deformation
Řezníček, Michal ; Hýzl, Petr (referee) ; Varaus, Michal (advisor)
The bachelor thesis deals with designing stone mastic asphalt with modified parameters in comparison to the current applicable standard. It describes the sub-parts of the design such as tests of raw materials (aggregates and asphalt), a proposal for a modified grading curve, and mixture tests. After suggesting a satisfactory mixture, it presents the test of produced boards'resistance to permanent deformations at 50 ° C and 60 ° C. The obtained results are then evaluated and mutually compared.
MSCR test in dynamic shear rheometer
Střasáková, Monika ; Coufalík, Pavel (referee) ; Kudrna, Jan (advisor)
The laboratory properties of bituminous binders in relation to permanent deformation are described in this bachelor‘s thesis. The principle and procedure of MSCR test will be explained in the theoretical part. The principle of empirical tests (needle penetration, elastic recovery and softening point) will be also described. The properties of four bituminous binders will be evaluated in practical part. The comparison of binders will be performed based on test results.
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.

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