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Analyzing the durability of adhesion stability of asphalt mixtures

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00321840" target="_blank" >RIV/68407700:21110/18:00321840 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.5592/CO/CETRA.2018.857" target="_blank" >http://dx.doi.org/10.5592/CO/CETRA.2018.857</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.5592/CO/CETRA.2018.857" target="_blank" >10.5592/CO/CETRA.2018.857</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Analyzing the durability of adhesion stability of asphalt mixtures

  • Original language description

    Adhesion is one of the fundamental characteristics related to asphalt mixtures. It determines significantly the durability of asphalt mixture and depends not only on the quality of aggregate particles coating but also on the hydrophobity or hydrophility of the aggregates. For this reason often mineral-based or chemical additives are used to improve adhesion between bitumen and aggregate particles. Mainly with the latter group of additives long-term stability is connected. Amine based additives are often used which unfortunately contains easily volatile compounds. If part of the effective substance is evaporated during mixing and paving the later durability can be negatively influences. Therefore it is important not only to assess the adhesion when virgin bitumen and aggregates are used, but also the artificially aged binders or asphalt mixtures have to be evaluated. For this reason long-term research is in progress at the Czech Technical University in Prague focusing on different aggregates (different mineralogy) and different adhesion promoters. Tests are run on virgin materials as well as on specimens long-termly aged (either bitumen by RTFOT+PAV or 3xRTFOT/TFOT, or asphalt mixtures which are usually aged for 5 days at 85°C). For bitumen-aggregate adhesion determination a standardized procedure according to CSN 736161 is performed. For asphalt mixtures the water susceptibility test according to EN 12697-12 is done on Marshall test specimens compacted by 2x25 blows. The paper presents some of the findings, including the impact of long-term ageing effects.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2018

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Road and Rail Infrastructure V, Proceedings of the Conference CETRA 2018

  • ISBN

    978-953-8168-25-3

  • ISSN

    1848-9850

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    479-485

  • Publisher name

    University of Zagreb

  • Place of publication

    Zagreb

  • Event location

    Zadar

  • Event date

    May 17, 2018

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article