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Comparison of bitumen multiple-stress creep recovery test values from the viewpoint of different test parameters

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00333980" target="_blank" >RIV/68407700:21110/19:00333980 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1088/1757-899X/512/1/012029" target="_blank" >http://dx.doi.org/10.1088/1757-899X/512/1/012029</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/512/1/012029" target="_blank" >10.1088/1757-899X/512/1/012029</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Comparison of bitumen multiple-stress creep recovery test values from the viewpoint of different test parameters

  • Original language description

    Multiple Stress Creep and Recovery (MSCR) test is a suitable test for assessing the resistance of bituminous binders to permanent deformation. This is one of the most frequently used tests on Dynamic Shear Rheometer (DSR) in the world because it describes in a suitable way the nonlinear viscoelastic behavior of the bituminous binder. The test is performed at higher temperatures and is particularly suitable for modified bituminous binders. The method is described in the European standard EN 16659, which is valid in the Czech Republic since October 2016. The principle of the test is based on multiple loading and recovering of a bitumen sample, which determines the percentage of elastic recovery and non-recoverable creep compliance Jnr of the bituminous binder. The paper deals with the assessment of the influence of the different input parameters set on the DSR device - three selected stress levels, two test temperatures and a different geometry of the measuring device. The paper also compares different number of loading cycles applied during the test. Conclusions are made with respect to selecting appropriate test temperature and to consider most suitable test geometry. In case of additional stress level further laboratory assessments are needed.

  • 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

    2019

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    10th Malaysian Road Conference & Exhibition 2018

  • ISBN

  • ISSN

    1757-899X

  • e-ISSN

    1757-899X

  • Number of pages

    12

  • Pages from-to

    1-12

  • Publisher name

    IOP Publishing

  • Place of publication

    London

  • Event location

    Kuala Lumpur

  • Event date

    Oct 29, 2018

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article