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<mods:namePart>Santamaría, Amaia</mods:namePart>
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<mods:namePart>Revilla Cuesta, Víctor</mods:namePart>
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<mods:name>
<mods:role>
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<mods:namePart>Skaf Revenga, Marta</mods:namePart>
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<mods:name>
<mods:role>
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<mods:namePart>Romera, Jesús María</mods:namePart>
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<mods:dateAccessioned encoding="iso8601">2023-11-13T11:28:45Z</mods:dateAccessioned>
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<mods:dateAvailable encoding="iso8601">2023-11-13T11:28:45Z</mods:dateAvailable>
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<mods:dateIssued encoding="iso8601">2023-07</mods:dateIssued>
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<mods:identifier type="issn">2214-5095</mods:identifier>
<mods:identifier type="uri">http://hdl.handle.net/10259/8000</mods:identifier>
<mods:identifier type="doi">10.1016/j.cscm.2023.e02142</mods:identifier>
<mods:abstract>The construction industry in general is, through minor low-cost processing methods, converting&#xd;
several of its by-products into viable materials; furthermore, some siderurgic sector by-products&#xd;
are likewise of use. In this context, large-scale batches (mix volumes over 0.5 m3&#xd;
) of good quality&#xd;
structural concrete are proposed, in which two kinds of binder and two kinds of aggregate (steel&#xd;
slag and recycled concrete) are used to perform four concrete mixtures, containing more than 80&#xd;
% in mass of good-quality recycled materials. A batch of tests, both in the fresh and in the&#xd;
hardened state, are performed, covering on-site placement and long-term properties, to guarantee&#xd;
the suitability and the quality of the mixtures as structural concretes. Most of the results were&#xd;
encouraging, mainly depending on the aggregate and the binder types that were used. The freshstate workability of all the test mixtures was good. All the results in terms of hardened properties,&#xd;
strength (42 MPa in type I cement mixtures, and 32–38 MPa in type III cement mixtures), stiffness, long-term shrinkage, and microstructural state (porosity, permeability) were acceptable,&#xd;
their quality depending on the type of each component. The good results of the mixtures based on&#xd;
the slag-based binder deserve attention. Some weak points found were the slightly higher specific&#xd;
weight of the slag aggregate mixes (amounting to more than 2.7 Mg/m3&#xd;
), plastic shrinkage rates&#xd;
(in some cases greater than 1.2–1.5 thousand), and loss of resistance against chlorine penetration&#xd;
in recycled concrete mixes. However, drawbacks of that sort are no obstacle to their use in most&#xd;
structural applications.</mods:abstract>
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<mods:languageTerm authority="rfc3066">eng</mods:languageTerm>
</mods:language>
<mods:accessCondition type="useAndReproduction">Attribution-NonCommercial-NoDerivatives 4.0 Internacional</mods:accessCondition>
<mods:subject>
<mods:topic>Electric arc furnace slag</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Ground granulated black furnace slag</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Ladle furnace slag</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Quarry tailings</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Recycled concrete aggregate</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Sustainable concrete</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Fresh properties</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Shrinkage</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Water penetration</mods:topic>
</mods:subject>
<mods:subject>
<mods:topic>Chloride penetration</mods:topic>
</mods:subject>
<mods:titleInfo>
<mods:title>Full-scale sustainable structural concrete containing high proportions of by-products and waste</mods:title>
</mods:titleInfo>
<mods:genre>info:eu-repo/semantics/article</mods:genre>
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