About: COMBINED EFFECT OF RECLAIMED ASPHALT AND SELECTED BINDERS ON STIFFNESS AND LOW-TEMPERATURE CHARACTERISTICS OF HIGH STIFFNESS MODULUS ASPHALT CONCRETE     Goto   Sponge   NotDistinct   Permalink

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Description
  • High stiffness modulus asphalt concretes (HMAC) are used as a high-performance asphalt layer with increased bearing capacity and generally improved durability. HMAC are used in binder or base courses for pavement structures exposed to high traffic loadings. Because of expected long durability this mix type should fulfill enhanced requirements on stiffness and fatigue properties. Within the research done standard HMAC mix design has been used and 30 % of aggregates have been replaced by sorted reclaimed asphalt material. At the same time a rejuvenating additive and two different viscosity improving additives have been used with standard 50/70 bitumen. For low temperature behavior characterization three test methods have been used (crack propagation test, flexural strength test on asphalt beams, relaxation behavior on asphalt beams and thermal stress restrained specimen test). Selected tests have been compared for mixes with and without RAP to identify the effect of recycled material on mix performance. The objective was to analyze behavior of each designed HMAC variant and compare with commonly recommended threshold limits. Stiffness has been assessed as well using non-destructive indirect tensile stress test.
  • High stiffness modulus asphalt concretes (HMAC) are used as a high-performance asphalt layer with increased bearing capacity and generally improved durability. HMAC are used in binder or base courses for pavement structures exposed to high traffic loadings. Because of expected long durability this mix type should fulfill enhanced requirements on stiffness and fatigue properties. Within the research done standard HMAC mix design has been used and 30 % of aggregates have been replaced by sorted reclaimed asphalt material. At the same time a rejuvenating additive and two different viscosity improving additives have been used with standard 50/70 bitumen. For low temperature behavior characterization three test methods have been used (crack propagation test, flexural strength test on asphalt beams, relaxation behavior on asphalt beams and thermal stress restrained specimen test). Selected tests have been compared for mixes with and without RAP to identify the effect of recycled material on mix performance. The objective was to analyze behavior of each designed HMAC variant and compare with commonly recommended threshold limits. Stiffness has been assessed as well using non-destructive indirect tensile stress test. (en)
Title
  • COMBINED EFFECT OF RECLAIMED ASPHALT AND SELECTED BINDERS ON STIFFNESS AND LOW-TEMPERATURE CHARACTERISTICS OF HIGH STIFFNESS MODULUS ASPHALT CONCRETE
  • COMBINED EFFECT OF RECLAIMED ASPHALT AND SELECTED BINDERS ON STIFFNESS AND LOW-TEMPERATURE CHARACTERISTICS OF HIGH STIFFNESS MODULUS ASPHALT CONCRETE (en)
skos:prefLabel
  • COMBINED EFFECT OF RECLAIMED ASPHALT AND SELECTED BINDERS ON STIFFNESS AND LOW-TEMPERATURE CHARACTERISTICS OF HIGH STIFFNESS MODULUS ASPHALT CONCRETE
  • COMBINED EFFECT OF RECLAIMED ASPHALT AND SELECTED BINDERS ON STIFFNESS AND LOW-TEMPERATURE CHARACTERISTICS OF HIGH STIFFNESS MODULUS ASPHALT CONCRETE (en)
skos:notation
  • RIV/68407700:21110/13:00208714!RIV14-TA0-21110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(TA02030549)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 65972
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/13:00208714
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • high stiffness modulus asphalt concrete; reclaimed material; stiffness; crack propagation (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [DB397C346584]
http://linked.open...v/mistoKonaniAkce
  • Paříž
http://linked.open...i/riv/mistoVydani
  • Bagneux
http://linked.open...i/riv/nazevZdroje
  • Rheology and Processing of Consturction materials
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Mondschein, Petr
  • Valentin, Jan
  • Miláčková, Kristýna
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Rilem Publications s.a.r.l.
https://schema.org/isbn
  • 978-2-35158-137-7
http://localhost/t...ganizacniJednotka
  • 21110
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