<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-29T15:42:10Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/5295" metadataPrefix="oai_dc">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/5295</identifier><datestamp>2022-04-06T12:33:13Z</datestamp><setSpec>com_10259_3969</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_3970</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>The study of properties and behavior of self compacting concrete containing Electric Arc Furnace Slag (EAFS) as aggregate</dc:title>
<dc:creator>Santamaría, Amaia</dc:creator>
<dc:creator>Ortega López, Vanesa</dc:creator>
<dc:creator>Skaf Revenga, Marta</dc:creator>
<dc:creator>Chica Páez, José Antonio</dc:creator>
<dc:creator>Manso Villalaín, Juan Manuel</dc:creator>
<dc:subject>Electric arc furnace slag</dc:subject>
<dc:subject>Self-compacting concrete</dc:subject>
<dc:subject>In-fresh properties</dc:subject>
<dc:subject>Long-term hardened properties</dc:subject>
<dc:subject>Sustained load testing</dc:subject>
<dc:subject>Materiales de construcción</dc:subject>
<dc:subject>Building materials</dc:subject>
<dc:description>Electric Arc Furnace Slag (EAFS) can be efficiently reused as aggregate in the production of high-volume batches of hydraulic concrete mixes that show interesting properties in both the fresh and the hardened state. Mixtures containing EAFS aggregate in proportions of nearly 50% by volume are prepared for use as pumpable and self-compacting mixes with consistency classes of S4 and SF2, respectively. Characterization of the mixtures is presented, examining practical aspects such as thixotropy, segregation in the fresh state (under 6%), and mechanical and microstructural evolution in the hardened state. The results yielded compressive strengths of approximately 60 MPa and elastic moduli of 38 GPa after one year. Finally, real-scale flexural elements are cast and subjected to sustained loading tests of moderate intensity. Long-term deflection values were approximately 50% (pumpable mixes) and less than 40% (self-compacting mixes) of the maximum admissible values specified in current standards.</dc:description>
<dc:description>Junta de Castilla y León (Regional Government) for funding the UIC-231 group through project BU119P17 partially supported by FEDER funds; Project RTI2018- 097079-B-C31 (MCIU/AEl/EU) and the UPV/EHU [PPGA19/61]. Moreover, we are also grateful to both the Basque Government research group (IT1314-19)</dc:description>
<dc:date>2020-04-30T12:30:33Z</dc:date>
<dc:date>2020-04-30T12:30:33Z</dc:date>
<dc:date>2020-03</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>2090-4479</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/5295</dc:identifier>
<dc:identifier>https://doi.org/10.1016/j.asej.2019.10.001</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Ain Shams Engineering Journal. 2020, V. 11, n. 1, p. 231-243</dc:relation>
<dc:relation>https://doi.org/10.1016/j.asej.2019.10.001</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/JCyL/BU119P17</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/AEI/RTI2018- 097079-B-C31</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/GV/IT1314-19</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/UPV/EHU/PPGA19/61</dc:relation>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Elsevier</dc:publisher>
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