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    Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10259/4218

    Título
    Density, adhesion and stiffness of warm mix asphalts
    Autor
    Vega Zamanillo, Ángel
    Calzada Pérez, Miguel A.
    Sánchez Alonso, Elsa
    Gonzalo Orden, HernánAutoridad UBU Orcid
    Publicado en
    Procedia - Social and Behavioral Sciences. 2014, V. 161, p. 323-331
    Editorial
    Elsevier
    Fecha de publicación
    2014-12
    ISSN
    1877-0428
    DOI
    10.1016/j.sbspro.2014.12.144
    Descripción
    XI Congreso de Ingeniería del Transporte (CIT 2014)
    Résumé
    This study presents the results of different laboratory tests related to the density, adhesion (sensitivity to water test) and rigidity (resilient module) of bituminous mixtures, manufactured at three different temperatures (160 °C, 140 °C and 120 °C), with three additives: a surfactant made up of different amino substances, a paraffin obtained by the Fisher-Tropsch synthesis process which is totally soluble in bitumen, and a synthetic zeolite in powder form which causes the bitumen to micro-foam,. Test samples have been compacted by impact, according to the Marshall method, and kneading, according to gyratory machine. To evaluate these properties an asphalt concrete mixture has been chosen, with a binder, B-50/70, and a maximum size of aggregates of 16 mm, which is usually placed in the surface layer of the pavement. The densities obtained by the two compaction methods are easy to reach. Densities will decrease if the temperature of manufacturing is lower. All mixtures compacted by gyratory machine at different temperatures displayed very good behavior of water sensitivity; but not all mixtures compacted by impact achieved this. The additives improve the adhesion between aggregate and binder. The stiffness moduli decreased in all mixtures for both types of compaction when the temperature was higher, and this reduction is less pronounced in the mixes manufactured with the gyratory compactor. Mixtures with additives tend to reduce the module, except paraffin.
    Palabras clave
    Warm mix asphalts
    Additives
    Gyratory compactor
    Stiffness modulus
    Temperature
    Materia
    Vías terrestres
    Roads
    URI
    http://hdl.handle.net/10259/4218
    Versión del editor
    http://dx.doi.org/10.1016/j.sbspro.2014.12.144
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    Vega-PSBS_2014.pdf
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