<?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>2026-06-19T11:52:56Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/7988" metadataPrefix="mods">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/7988</identifier><datestamp>2023-11-11T01:07:40Z</datestamp><setSpec>com_10259_6171</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_6172</setSpec></header><metadata><mods:mods xmlns:mods="http://www.loc.gov/mods/v3" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
<mods:name>
<mods:namePart>Revilla Cuesta, Víctor</mods:namePart>
</mods:name>
<mods:name>
<mods:namePart>Faleschini, Flora</mods:namePart>
</mods:name>
<mods:name>
<mods:namePart>Pellegrino, Carlo</mods:namePart>
</mods:name>
<mods:name>
<mods:namePart>Skaf Revenga, Marta</mods:namePart>
</mods:name>
<mods:name>
<mods:namePart>Ortega López, Vanesa</mods:namePart>
</mods:name>
<mods:extension>
<mods:dateAvailable encoding="iso8601">2023-11-10T10:21:38Z</mods:dateAvailable>
</mods:extension>
<mods:extension>
<mods:dateAccessioned encoding="iso8601">2023-11-10T10:21:38Z</mods:dateAccessioned>
</mods:extension>
<mods:originInfo>
<mods:dateIssued encoding="iso8601">2022-03</mods:dateIssued>
</mods:originInfo>
<mods:identifier type="issn">2238-7854</mods:identifier>
<mods:identifier type="uri">http://hdl.handle.net/10259/7988</mods:identifier>
<mods:identifier type="doi">10.1016/j.jmrt.2022.03.080</mods:identifier>
<mods:abstract>The behavior of Self-Compacting Concrete (SCC) is very sensitive to the use of by-products&#xd;
in replacement of conventional cement or finer aggregate fractions. The high proportions&#xd;
of these raw materials in SCC can in great part explain this performance. 18 SCC mixes of&#xd;
slump-flow class SF3 were prepared for a thorough evaluation of different sustainable&#xd;
materials and for the prediction of their effects as binder or fine/powder aggregate on the&#xd;
mechanical properties of SCC. The mixes incorporated 100% coarse Recycled Concrete&#xd;
Aggregate (RCA); different amounts (0%, 50% or 100%) of fine RCA; CEM I ordinary Portland&#xd;
cement and CEM III/A (with 45% ground granulated blast furnace slag); and more sustainable powders compared to conventional limestone filler &lt;0.063 mm (such as limestone&#xd;
powder 0/0.5 mm and RCA powder 0/0.5 mm). Flowability, hardened density, strength&#xd;
under compression, tensile and bending stresses and modulus of elasticity were all studied. The addition of 50% fine RCA yielded an SCC of adequate strength, stiffness and&#xd;
flowability. SCC manufactured with limestone powder 0/0.5 mm showed the best overall&#xd;
performance, while SCC behavior was improved when adding CEM III/A by adjusting the&#xd;
mix composition. The experimental results of all the mechanical properties were&#xd;
compared with the values predicted by the compressive-strength-based formulas from the&#xd;
European and USA standards. Overall, the values resulting from those expressions overestimated all the mechanical properties. Therefore, since all these properties followed&#xd;
the same simple-regression trend, a statistical analysis was performed to develop a global&#xd;
model capable of accurately predicting them all.</mods:abstract>
<mods:language>
<mods:languageTerm>eng</mods:languageTerm>
</mods:language>
<mods:accessCondition type="useAndReproduction">http://creativecommons.org/licenses/by-nc-nd/4.0/</mods:accessCondition>
<mods:accessCondition type="useAndReproduction">info:eu-repo/semantics/openAccess</mods:accessCondition>
<mods:accessCondition type="useAndReproduction">Attribution-NonCommercial-NoDerivatives 4.0 Internacional</mods:accessCondition>
<mods:subject>
<mods:topic>Recycled concrete aggregate</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Sustainable aggregate powder</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Ground granulated blast furnace slag</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Self-compacting concrete</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Mechanical properties</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Synergistic effect</mods:topic>
</mods:subject>
<mods:titleInfo>
<mods:title>Simultaneous addition of slag binder, recycled concrete aggregate and sustainable powders to self-compacting concrete: a synergistic mechanical-property approach</mods:title>
</mods:titleInfo>
<mods:genre>info:eu-repo/semantics/article</mods:genre>
</mods:mods></metadata></record></GetRecord></OAI-PMH>