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    Asphalt mixtures with high rates of recycled aggregates and modified bitumen with rubber at reduced temperature

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    AsphaltMixturesWith.pdf (497.1Kb)
    Identificadores
    URI: http://hdl.handle.net/10902/18010
    DOI: 10.1080/14680629.2017.1307264
    ISSN: 1468-0629
    ISSN: 2164-7402
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    Autoría
    Lastra González, PedroAutoridad Unican; Calzada Pérez, Miguel ÁngelAutoridad Unican; Castro Fresno, DanielAutoridad Unican; Indacoechea Vega, IruneAutoridad Unican
    Fecha
    2017-04-04
    Derechos
    This is an Accepted Manuscript of an article published by Taylor & Francis in [JOURNAL TITLE] on [date of publication], available online: http://www.tandfonline.com https://doi.org/10.1080/14680629.2017.1307264
    Publicado en
    Road Materials and Pavement Design Volume 19, 2018 - Issue 6 Pages: 1489-1498
    Editorial
    Taylor and Francis Ltd.
    Enlace a la publicación
    https://www.tandfonline.com/doi/abs/10.1080/14680629.2017.1307264?journalCode=trmp20
    Resumen/Abstract
    An asphalt concrete and a very thin asphalt concrete have been designed with more than 80% of alternative aggregates (primary slag of electric arc furnace and RAP). A modified bitumen with rubber from end-of-life tires, and a fatty acid amide wax to decrease the manufacturing temperature were used. The process of manufacturing has been carried out at the easiest way. Both mixtures were manufactured at conventional temperature without wax (170°C), and at reduced temperature when the wax was incorporated (150°C). Their mechanical and dynamic performance was compared. The resistance against plastic deformation and the effort that has to be made for the compaction of the mixtures modified with the wax at reduced temperature did not change, but the indirect tensile strength ratio decreased. The stiffness in the mixtures with wax was slightly higher, and there were not significant differences in the resistance to fatigue, although it seemed to decrease when the wax was added.
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    UNIVERSIDAD DE CANTABRIA

    Repositorio realizado por la Biblioteca Universitaria utilizando DSpace software
    Contacto | Sugerencias
    Metadatos sujetos a:licencia de Creative Commons Reconocimiento 4.0 España