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The role of mechanically stabilized base on the performance of top asphalt layer

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F25%3A00385159" target="_blank" >RIV/68407700:21110/25:00385159 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1051/e3sconf/202564403014" target="_blank" >https://doi.org/10.1051/e3sconf/202564403014</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1051/e3sconf/202564403014" target="_blank" >10.1051/e3sconf/202564403014</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    The role of mechanically stabilized base on the performance of top asphalt layer

  • Original language description

    The paper describes a laboratory study aimed at the influence of a granular layer mechanically stabilized by a multiaxial geogrid as the base on the performance of the top asphalt layer. Full-scale models with standard and composite bases were assembled in the laboratory facility of the Czech Technical University in Prague. Comparative models were dynamically loaded with the same amount of 100,000 loading cycles and equipped with few types of gauges. The settlement of a concrete circular loading plate placed on the top surface of the asphalt layer was a key parameter. Furthermore, observations included a precise deformation of geogrid, deformation of the contact between the asphalt layer and aggregate base, and horizontal pressures on the experimental box side wall as well. Comparison of the performance of the models showed a very positive influence of the mechanically stabilized layer leading even to the possibility of some reduction of asphalt and base thickness. It has economic sense, of course, but it also could solve a lack of proper natural aggregate which is already observed in some regions.

  • 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/CK02000293" target="_blank" >CK02000293: Adaptation of the French method of evaluation of track substructure for high-speed lines into the Czech Republic conditions</a><br>

  • Continuities

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

Others

  • Publication year

    2025

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    EUROGEO 8 - 8th European Conference on Geosynthetics

  • ISBN

  • ISSN

    2555-0403

  • e-ISSN

    2267-1242

  • Number of pages

    10

  • Pages from-to

  • Publisher name

    EDP Sciences - Web of Conferences

  • Place of publication

    Les Ulis Cedex A

  • Event location

    Lille

  • Event date

    Sep 15, 2025

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article