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