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Comparative Study of The Asphalt Mix Stiffness Modulus Using Selected Test Methods – 2-Point Bending Test, 4-Point Bending Test and Indirect Tensile Test

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00371369" target="_blank" >RIV/68407700:21110/23:00371369 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1016/j.trpro.2023.11.250" target="_blank" >https://doi.org/10.1016/j.trpro.2023.11.250</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.trpro.2023.11.250" target="_blank" >10.1016/j.trpro.2023.11.250</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Comparative Study of The Asphalt Mix Stiffness Modulus Using Selected Test Methods – 2-Point Bending Test, 4-Point Bending Test and Indirect Tensile Test

  • Original language description

    The stiffness modulus of the asphalt mixture is a fundamental parameter in the understanding of the mixture strain behavior. It is also an essential design parameter of asphalt pavements. According to the European standards EN 12697-26, various test methods can be performed in order to determine this criterion. These tests are varying according to the loading type and the specimen dimensions and shape. The present paper deals with the study of three test methods: the 2-point bending test on trapezoidal specimens (2PB–TR), the 4-point bending test on prismatic specimens (4PB–PR), and the indirect tension test on cylindrical specimens (IT CY) used on three asphalt mixtures representing different structural pavement layers. The results show that the dual comparison of these tests, i.e., IT-CY and 4PB-PR, and 4PB-PR and 2PB-TR have indicated good correlation between each other. However, the comparison between the three tests did not substantiate to any general correlation.

  • 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/GF22-04047K" target="_blank" >GF22-04047K: Advanced approaches for determination and understanding of asphalt mix fatigue behaviour</a><br>

  • Continuities

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

Others

  • Publication year

    2023

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Proceedings of 15th International Scientific Conference on Sustainable, Modern and Safe Transport

  • ISBN

  • ISSN

    2352-1457

  • e-ISSN

    2352-1465

  • Number of pages

    8

  • Pages from-to

    1110-1117

  • Publisher name

    Elsevier B.V.

  • Place of publication

    Amsterdam

  • Event location

    Mikulov

  • Event date

    May 29, 2023

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article