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Impact of Mechanical Chemically Activated Rubber on Strain and Flow Behaviour of CRmB Binders

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00231943" target="_blank" >RIV/68407700:21110/15:00231943 - isvavai.cz</a>

  • Výsledek na webu

  • DOI - Digital Object Identifier

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Impact of Mechanical Chemically Activated Rubber on Strain and Flow Behaviour of CRmB Binders

  • Popis výsledku v původním jazyce

    One of the progressive trends which have been developed intensively in the last few years in road structures engineering are technical possibilities for optimal utilization of recycled rubber coming from old tires in asphalt mixtures and bituminous binders. In this connection there exist already several techniques, but at the same time, the knowledge about alterations in strain behavior of bitumen if modified by crumb rubber is still insufficient. Furthermore, the problem of heterogeneity of final composite binder is well known and not qualified completely. Experimentally, the focus is therefore oriented on possible use of so called mechanical chemically activated micro-milled rubber gained by the disintegration process. The paper summarizes experimentally made modifications with use of milled and micro-milled waste rubber together with application of further chemical additives, like polyphosphoric acid, which improve the stability of binder composite structure. Alteration in strain behavior and in dynamic viscosity values are assessed by means of rheological testing of bituminous binders which have not been aged o degraded. In this study, oscillatory measurements of strain characteristics (complex shear modulus in terms of temperature or frequency sweeps) have been done in temperature range 20-70°C and in a wider frequency interval, simulating various traffic loading effects. Measurements are executed strictly in linear area of viscoelastic behavior of this material. Simultaneously, multi-creep stress recovery test with determination of characteristics describing compliance were performed. Last but not least, flow curves describing the level of workability of designed modified bituminous binders are compared and analyzed by application of rotational viscosimetry. Recommendations for further use of bitumen modification by pulverized rubber are given including potentials in increased strain resistance.

  • Název v anglickém jazyce

    Impact of Mechanical Chemically Activated Rubber on Strain and Flow Behaviour of CRmB Binders

  • Popis výsledku anglicky

    One of the progressive trends which have been developed intensively in the last few years in road structures engineering are technical possibilities for optimal utilization of recycled rubber coming from old tires in asphalt mixtures and bituminous binders. In this connection there exist already several techniques, but at the same time, the knowledge about alterations in strain behavior of bitumen if modified by crumb rubber is still insufficient. Furthermore, the problem of heterogeneity of final composite binder is well known and not qualified completely. Experimentally, the focus is therefore oriented on possible use of so called mechanical chemically activated micro-milled rubber gained by the disintegration process. The paper summarizes experimentally made modifications with use of milled and micro-milled waste rubber together with application of further chemical additives, like polyphosphoric acid, which improve the stability of binder composite structure. Alteration in strain behavior and in dynamic viscosity values are assessed by means of rheological testing of bituminous binders which have not been aged o degraded. In this study, oscillatory measurements of strain characteristics (complex shear modulus in terms of temperature or frequency sweeps) have been done in temperature range 20-70°C and in a wider frequency interval, simulating various traffic loading effects. Measurements are executed strictly in linear area of viscoelastic behavior of this material. Simultaneously, multi-creep stress recovery test with determination of characteristics describing compliance were performed. Last but not least, flow curves describing the level of workability of designed modified bituminous binders are compared and analyzed by application of rotational viscosimetry. Recommendations for further use of bitumen modification by pulverized rubber are given including potentials in increased strain resistance.

Klasifikace

  • Druh

    D - Stať ve sborníku

  • CEP obor

    JI - Kompositní materiály

  • OECD FORD obor

Návaznosti výsledku

  • Projekt

    <a href="/cs/project/TA02030639" target="_blank" >TA02030639: Trvanlivé akustické asfaltové vrstvy s uplatněním výkonových asfaltových pojiv modifikovaných mikrogranulátem pryže včetně inovativní technologie jejího mletí</a><br>

  • Návaznosti

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

Ostatní

  • Rok uplatnění

    2015

  • 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 international students scientific conference RISEM 2015 - Research and Inovation of Secondary Materials with Focus on Civil Engineering

  • ISBN

    978-80-01-05813-8

  • ISSN

  • e-ISSN

  • Počet stran výsledku

    10

  • Strana od-do

    103-112

  • Název nakladatele

    Czech Technical University in Prague

  • Místo vydání

    Praha

  • Místo konání akce

    Prague

  • Datum konání akce

    23. 9. 2015

  • Typ akce podle státní příslušnosti

    EUR - Evropská akce

  • Kód UT WoS článku