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<field name="value">Ortega López, Vanesa</field>
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<field name="value">Revilla Cuesta, Víctor</field>
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<field name="value">Santamaría, Amaia</field>
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<field name="value">Orbe, Aimar</field>
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<field name="value">Skaf Revenga, Marta</field>
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<field name="confidence">600</field>
<field name="orcid_id">0000-0001-7205-2692</field>
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<field name="value">2023-11-10T12:14:51Z</field>
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<field name="value">2023-11-10T12:14:51Z</field>
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<field name="value">2022-06</field>
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<field name="value">0899-1561</field>
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<field name="value">http://hdl.handle.net/10259/7991</field>
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<field name="value">10.1061/(ASCE)MT.1943-5533.0004372</field>
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<field name="value">1943-5533</field>
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<field name="value">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.</field>
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<field name="value">The authors wish to express their gratitude for funding this researchwork to the Spanish Ministry of Universities, MInisterio de Cienciae INNovaci ́on (MICINN), Agencia Estatal de Investigaci ́on (AEI),European Union (EU), and European Regional Development Fund(ERDF) (PID2020-113837RB-I00, PID2021-124203OB-I00,RTI2018-097079-B-C31, 10.13039/501100011033, FPU17/03374);ERDF and the Junta de Castilla y Le ́on (BU119P17; UIC-231);European Social Fund (ESF) and Youth Employment Initiative(JCyL) (UBU05B_1274); Sustainable And Resilient ENvironment(SAREN) research group (IT1619-22, the Basque Government);and the University of Burgos [Y135.GI]. Our thanks also go to thecompanies Chryso Additives and Hormor-Zestoa for their ongoingcollaboration with research group members.</field>
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<field name="value">eng</field>
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<field name="value">ASCE</field>
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<field name="value">Journal of Materials in Civil Engineering. 2022, V. 34, n. 9</field>
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<field name="value">https://doi.org/10.1061/(ASCE)MT.1943-5533.0004372</field>
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<field name="value">Electric arc furnace slag (EAFS)</field>
<field name="value">Ground granulated blast furnace slag (GGBFS)</field>
<field name="value">Ladle furnace slag (LFS)</field>
<field name="value">Fiber-reinforced high-workability concrete</field>
<field name="value">Concrete microstructure and porosity</field>
<field name="value">Dimensional stability</field>
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<field name="value">Ingeniería civil</field>
<field name="value">Materiales de construcción</field>
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<field name="value">Civil engineering</field>
<field name="value">Building materials</field>
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<field name="value">Microstructure and Dimensional Stability of Slag-Based High-Workability Concrete with Steelmaking Slag Aggregate and Fibers</field>
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<field name="value">Journal of Materials in Civil Engineering</field>
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<field name="value">34</field>
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