Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00206149" target="_blank" >RIV/68407700:21110/13:00206149 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity
Popis výsledku v původním jazyce
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 advanceddistillation 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 o
Název v anglickém jazyce
Influence of Various Adhesion Promoters on Asphalt Behaviour by Assessment of Water Sensitivity
Popis výsledku anglicky
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 advanceddistillation 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 o
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Proceedings of the Ninth International Conference on the Bearing Capacity of Roads, Railways and Airfields.
ISBN
978-82-321-0286-0
ISSN
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e-ISSN
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Počet stran výsledku
20
Strana od-do
735-754
Název nakladatele
Akademika Publishing
Místo vydání
Trondheim
Místo konání akce
Trondheim
Datum konání akce
25. 6. 2013
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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