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  • The Asphalt pavements in Central and Eastern Europe have to be resistant to high and very low temperatures and climatic changes. Especially emphasize influence of low temperatures seems to be critical parameter. That is why the modified bitumens with low temperature susceptibility and with high resistance to low temperature cracking are searched for. Resistance of bituminous mixtures to low temperature cracking can be evaluated by Thermal Stress Restrained Specimen Test (TSRST). Dynamic Shear Rheometer (DSR) can be used as a quick method that can evaluate the modification system of bituminous binders. The advantage of DSR testing is also related to possibility of comparison of unaged and aged bitumen. The relaxations of shear stress of several asphalt rubber binders were determined in DSR at the temperature of 0 Celsius and -10 Celsius that were chosen based on the results of TSRST. The measurement procedure is described and shear stress relaxation behaviour of unaged bitumens and bitumens aged after
  • The Asphalt pavements in Central and Eastern Europe have to be resistant to high and very low temperatures and climatic changes. Especially emphasize influence of low temperatures seems to be critical parameter. That is why the modified bitumens with low temperature susceptibility and with high resistance to low temperature cracking are searched for. Resistance of bituminous mixtures to low temperature cracking can be evaluated by Thermal Stress Restrained Specimen Test (TSRST). Dynamic Shear Rheometer (DSR) can be used as a quick method that can evaluate the modification system of bituminous binders. The advantage of DSR testing is also related to possibility of comparison of unaged and aged bitumen. The relaxations of shear stress of several asphalt rubber binders were determined in DSR at the temperature of 0 Celsius and -10 Celsius that were chosen based on the results of TSRST. The measurement procedure is described and shear stress relaxation behaviour of unaged bitumens and bitumens aged after (en)
Title
  • The Stress Relaxation of Modified Bitumens
  • The Stress Relaxation of Modified Bitumens (en)
skos:prefLabel
  • The Stress Relaxation of Modified Bitumens
  • The Stress Relaxation of Modified Bitumens (en)
skos:notation
  • RIV/00216305:26110/14:PU108134!RIV15-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(ED2.1.00/03.0097), P(TA03030381)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
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  • 47745
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/14:PU108134
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Stress relaxation, dynamic Shear Rheometer, bitumen, asphalt rubber, oxidative ageing, rheology, RTFOT, low temperature characteristics (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [7CF74F823AE8]
http://linked.open...v/mistoKonaniAkce
  • Liverpool
http://linked.open...i/riv/mistoVydani
  • Liverpool
http://linked.open...i/riv/nazevZdroje
  • Proceeding of The 13th Annual International Conference on ASPHALT, PAVEMENT ENGINEERING AND INFRASTRUCTURE
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http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Dašek, Ondřej
  • Kudrna, Jan
  • Coufalík, Pavel
  • Kachtík, Jiří
  • Stoklásek, Svatopluk
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Liverpool Centre for Materials Technology
https://schema.org/isbn
  • 978-0-9571804-4-4
http://localhost/t...ganizacniJednotka
  • 26110
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