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  • Bitumen to aggregate adhesion represents one of the fundamental properties of asphalt mixes which are closely connected to their durability and resistance to water and frost effects. With respect to increased focus on construction cost effectiveness it is preffered to use locally available aggregate sources. These are often hydrophilic and not suitable enougnt to secure sufficient adhesion. Another factor is the quality of bitumen used for asphlat mixture production which bears with respect to advanced distillation processes and general business preferences of petrochemical industry another risk affecting the adhesion. Based on these assumptions different chemical adhesion promoters have been used and compared. At the same time mechanically activated microfillers based on lime and/or fly-ashes have been used as mineral adhesion promoters or intelligent substitutes to traditional filler. Asphlat mixes of ACbin 16 or ACwear 11 type have been laboratory designed with two different types of aggregates. Indirect tensile strenght has been assessed for all mixes according to EN 12697-23 with determination of water sensitivity according to EN 12697-12 and by modified test proceadure described by AASHTO T-283 used in the U.S..
  • Bitumen to aggregate adhesion represents one of the fundamental properties of asphalt mixes which are closely connected to their durability and resistance to water and frost effects. With respect to increased focus on construction cost effectiveness it is preffered to use locally available aggregate sources. These are often hydrophilic and not suitable enougnt to secure sufficient adhesion. Another factor is the quality of bitumen used for asphlat mixture production which bears with respect to advanced distillation processes and general business preferences of petrochemical industry another risk affecting the adhesion. Based on these assumptions different chemical adhesion promoters have been used and compared. At the same time mechanically activated microfillers based on lime and/or fly-ashes have been used as mineral adhesion promoters or intelligent substitutes to traditional filler. Asphlat mixes of ACbin 16 or ACwear 11 type have been laboratory designed with two different types of aggregates. Indirect tensile strenght has been assessed for all mixes according to EN 12697-23 with determination of water sensitivity according to EN 12697-12 and by modified test proceadure described by AASHTO T-283 used in the U.S.. (en)
Title
  • Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity
  • Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity (en)
skos:prefLabel
  • Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity
  • Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity (en)
skos:notation
  • RIV/68407700:21110/13:00206149!RIV14-TA0-21110___
http://linked.open...avai/predkladatel
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  • P(GA103/09/0335), P(TA02030639)
http://linked.open...vai/riv/dodaniDat
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  • 80041
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  • RIV/68407700:21110/13:00206149
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  • adhesion; mineral microfillers; chemical adhesion promoters; surfactants; indirect tensile strenght; water susceptibility (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [7611772EEB96]
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  • Trondheim
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  • Trondheim
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  • Proceedings of the Ninth International Conference on the Bearing Capacity of Roads, Railways and Airfields.
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http://linked.open...UplatneniVysledku
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  • Valentin, Jan
  • Vavřička, Jiří
  • Valentová, Tereza
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • Akademika Publishing
https://schema.org/isbn
  • 978-82-321-0286-0
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  • 21110
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