National Repository of Grey Literature 6 records found  Search took 0.01 seconds. 
Resistance of asphalt binder and asphalt mixture against deformation
Dubšíková, Karolína ; Coufalík, Pavel (referee) ; Dašek, Ondřej (advisor)
Subject of this bachelor´s thesis is to describe laboratory properties of asphalt binders in relation to permanent deformation. The principle and procedure of empirical tests needle penetration and softening point will be explained in the theoretical part. The principle and procedure of MSCR test will be also described. The properties of four asphalt binders will be evaluated in practical part. These binders will be used for production of asphalt mixtures, which will be subjected to wheel tracking test and their results will be compared.
Permanent deformation on asphalt mixtures
Bambulová, Lucie ; Coufalík, Pavel (referee) ; Hýzl, Petr (advisor)
The bachelor thesis deals with a description of the laboratory properties of aged bituminous binders in relation to permanent deformation. The theoretical part deals with the empirical tests: needle penetration and softening point. There is also explained the procedure and the principle of the MSCR test. In the practical part are evaluated the properties of fifteen tested bituminous binders and based on the results are made two plates which are tested to permanent deformation.
Rejuvenators in recycled asphalt material
Klein, Marek ; Coufalíková, Iva (referee) ; Hýzl, Petr (advisor)
The bachelor thesis deals with the use of rejuvenating additives in asphalt mixtures with reclaimed asphalt pavement. The theoretical part describes methods of adding reclaimed asphalt pavement to new asphalt mixtures. There are also explained principles of tests on asphalt binder: needle penetration, softening point, dynamic shear rheometer (DSR), bending beam rheometer (BBR) and short-therm aging of asphalt binders by the RTFOT method. The practical part of the thesis explains procedures of adding rejuvenating additives to asphalt mixtures in laboratory conditions. In the practical part are also evaluated results of tests on asphalt binder.
Rejuvenators in recycled asphalt material
Klein, Marek ; Coufalíková, Iva (referee) ; Hýzl, Petr (advisor)
The bachelor thesis deals with the use of rejuvenating additives in asphalt mixtures with reclaimed asphalt pavement. The theoretical part describes methods of adding reclaimed asphalt pavement to new asphalt mixtures. There are also explained principles of tests on asphalt binder: needle penetration, softening point, dynamic shear rheometer (DSR), bending beam rheometer (BBR) and short-therm aging of asphalt binders by the RTFOT method. The practical part of the thesis explains procedures of adding rejuvenating additives to asphalt mixtures in laboratory conditions. In the practical part are also evaluated results of tests on asphalt binder.
Resistance of asphalt binder and asphalt mixture against deformation
Dubšíková, Karolína ; Coufalík, Pavel (referee) ; Dašek, Ondřej (advisor)
Subject of this bachelor´s thesis is to describe laboratory properties of asphalt binders in relation to permanent deformation. The principle and procedure of empirical tests needle penetration and softening point will be explained in the theoretical part. The principle and procedure of MSCR test will be also described. The properties of four asphalt binders will be evaluated in practical part. These binders will be used for production of asphalt mixtures, which will be subjected to wheel tracking test and their results will be compared.
Permanent deformation on asphalt mixtures
Bambulová, Lucie ; Coufalík, Pavel (referee) ; Hýzl, Petr (advisor)
The bachelor thesis deals with a description of the laboratory properties of aged bituminous binders in relation to permanent deformation. The theoretical part deals with the empirical tests: needle penetration and softening point. There is also explained the procedure and the principle of the MSCR test. In the practical part are evaluated the properties of fifteen tested bituminous binders and based on the results are made two plates which are tested to permanent deformation.

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