<?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>2026-06-01T12:19:42Z</responseDate><request verb="GetRecord" identifier="oai:riuma.uma.es:10630/27641" metadataPrefix="marc">https://riuma.uma.es/rest/oai/request</request><GetRecord><record><header><identifier>oai:riuma.uma.es:10630/27641</identifier><datestamp>2026-02-03T12:26:32Z</datestamp><setSpec>com_10630_2254</setSpec><setSpec>col_10630_37959</setSpec></header><metadata><record xmlns="http://www.loc.gov/MARC21/slim" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd">
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      <subfield code="a">Cuesta-García, Ana María</subfield>
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      <subfield code="a">Morales-Cantero, Alejandro</subfield>
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      <subfield code="a">Gómez-de-la-Torre, María de los  Ángeles</subfield>
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      <subfield code="a">Santacruz-Cruz, María Isabel</subfield>
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      <subfield code="a">Manzanec, Oliver</subfield>
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      <subfield code="a">Dalla-Libera, Alessandro</subfield>
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      <subfield code="a">Dhers, Sebastien</subfield>
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      <subfield code="a">Schwesig, Peter</subfield>
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      <subfield code="a">Borralleras, Pere</subfield>
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      <subfield code="a">García-Aranda, Miguel Ángel</subfield>
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      <subfield code="c">2023</subfield>
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      <subfield code="a">The use of supplementary cementitious materials is currently the most favorable&#xd;
strategy for reducing CO2 emissions in cements. Limestone Calcined Clay Cements,&#xd;
LC3, are a type of cement that allows the reduction of CO2 emissions up to 40%.&#xd;
The proportions of the mixtures can vary, but the most investigated combination,&#xd;
LC3-50, contains about 50 wt% clinker, 30 wt% calcined kaolinitic clay, 15 wt%&#xd;
limestone and an optimised calcium sulphate content. However, the mechanical&#xd;
strengths of LC3 at early ages are not good enough and they should be improved.&#xd;
One way of doing this is by employing commercial strength-enhancing (accelerator)&#xd;
admixtures based on C-S-H nucleation seeding. For this work, LC3-50 cements were&#xd;
prepared with clays with varying kaolinite contents. Mortars and pastes were fabricated&#xd;
using a new PCE-based superplasticizer developed to avoid the loss of fluidity&#xd;
at early ages typical of LC3 binders. The selected accelerator for this study was&#xd;
Master X-Seed STE53. The results show that the loss of fluidity of LC3 mortars during&#xd;
the first hours could be solved by a recently developed PCE-based superplasticizer.&#xd;
The compressive strengths at 1 day for LC3 mortars strikingly improved by using&#xd;
the C-S-H seeding admixture and this behavior was maintained for up to 28 days.</subfield>
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      <subfield code="a">https://hdl.handle.net/10630/27641</subfield>
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      <subfield code="a">Cemento</subfield>
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      <subfield code="a">Activation of LC3 binders by C-S-H nucleation seeding with a new tailored admixture for low-carbon cements.</subfield>
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