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<dc:title>Simultaneous addition of slag binder, recycled concrete aggregate and sustainable powders to self-compacting concrete: a synergistic mechanical-property approach</dc:title>
<dc:creator>Revilla Cuesta, Víctor</dc:creator>
<dc:creator>Faleschini, Flora</dc:creator>
<dc:creator>Pellegrino, Carlo</dc:creator>
<dc:creator>Skaf Revenga, Marta</dc:creator>
<dc:creator>Ortega López, Vanesa</dc:creator>
<dc:subject>Recycled concrete aggregate</dc:subject>
<dc:subject>Sustainable aggregate powder</dc:subject>
<dc:subject>Ground granulated blast furnace slag</dc:subject>
<dc:subject>Self-compacting concrete</dc:subject>
<dc:subject>Mechanical properties</dc:subject>
<dc:subject>Synergistic effect</dc:subject>
<dc:description>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.</dc:description>
<dc:date>2023-11-10T10:21:38Z</dc:date>
<dc:date>2023-11-10T10:21:38Z</dc:date>
<dc:date>2022-03</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:identifier>2238-7854</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/7988</dc:identifier>
<dc:identifier>10.1016/j.jmrt.2022.03.080</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Journal of Materials Research and Technology. 2022, V. 18, p. 1886-1908</dc:relation>
<dc:relation>https://doi.org/10.1016/j.jmrt.2022.03.080</dc:relation>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:publisher>Elsevier</dc:publisher>
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