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    Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10259/7991

    Título
    Microstructure and Dimensional Stability of Slag-Based High-Workability Concrete with Steelmaking Slag Aggregate and Fibers
    Autor
    Ortega López, VanesaAutoridad UBU Orcid
    Revilla Cuesta, VíctorAutoridad UBU Orcid
    Santamaría, Amaia
    Orbe, Aimar
    Skaf Revenga, MartaAutoridad UBU Orcid
    Publicado en
    Journal of Materials in Civil Engineering. 2022, V. 34, n. 9
    Editorial
    ASCE
    Fecha de publicación
    2022-06
    ISSN
    0899-1561
    DOI
    10.1061/(ASCE)MT.1943-5533.0004372
    Abstract
    Four high-workability (pumpable and self-compacting) concretemix designs are presented that incorporate steelmaking slagswith additions of both metallic and polymeric fibers. Electric arcfurnace slag (EAFS) as aggregate, and ladle furnace slag (LFS) andground granulated blast furnace slag (GGBFS) as supplementary cementitious material (SCM) are applied to optimize the sustainability ofthe mix design. The main variables in the microstructural analysis, theporosity and the pore structure of the hardened mixes, were assessedwith mercury intrusion porosimetry (MIP), X-ray computed tomography (XCT) and water capillary penetration analysis. Moreover,shrinkage was observed to decrease when adding metallic fibers and LFS. In general, scanning electron microscopy (SEM) observationsrevealed good quality concrete microstructures. Accelerated aging tests at a moderate temperature (72°C) produced a slight lengthening,which affected the dimensional stability of all the mixtures, which was also conditioned by their micro-porosity. The internal damageinduced by this test decreased the brittle fracture strength of the concrete mixes, although the use of GGBFS and LFS moderated thatdamage, due to the increased compliance of the cementitious matrix.
    Palabras clave
    Electric arc furnace slag (EAFS)
    Ground granulated blast furnace slag (GGBFS)
    Ladle furnace slag (LFS)
    Fiber-reinforced high-workability concrete
    Concrete microstructure and porosity
    Dimensional stability
    Materia
    Ingeniería civil
    Civil engineering
    Materiales de construcción
    Building materials
    URI
    http://hdl.handle.net/10259/7991
    Versión del editor
    https://doi.org/10.1061/(ASCE)MT.1943-5533.0004372
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