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      <dc:title>Low-grade kaolinitic clays as SCMs for low-carbon cements and strength improvement by C-S-H gel nucleation seeding</dc:title>
      <dc:creator>Vallina, Diego</dc:creator>
      <dc:creator>Santacruz-Cruz, María Isabel</dc:creator>
      <dc:creator>Morales-Cantero, Alejandro</dc:creator>
      <dc:creator>Rodríguez-Ruiz, María Dolores</dc:creator>
      <dc:creator>Cuesta-García, Ana María</dc:creator>
      <dc:creator>Gómez-de-la-Torre, María de los  Ángeles</dc:creator>
      <dc:creator>Dalla-Libera, Alessandro</dc:creator>
      <dc:creator>Borralleras, Pere</dc:creator>
      <dc:creator>Dhers, Sébastien</dc:creator>
      <dc:creator>Schwesig, Peter</dc:creator>
      <dc:creator>Mazanec, Oliver</dc:creator>
      <dc:creator>García-Aranda, Miguel Ángel</dc:creator>
      <dc:subject>Resistencia de materiales</dc:subject>
      <dc:subject>Cemento</dc:subject>
      <dc:subject>Arcilla</dc:subject>
      <dc:description>Artículo disponible online desde 24/09/2025</dc:description>
      <dc:description>This study seeks to push the limits of LC3-50 binders by utilising low-grade kaolinite clays and C-S-H gel&#xd;
nucleation seeding. Four commercially-available kaolinite clays (i.e. kaolinite contents ~20 wt%) have been studied by X-ray fluorescence, X-ray powder diffraction and thermal analysis. The clays were thermally activated and milled to Dv,50 = 11 ± 2 μm. The activated clays showed low pozzolanic performances, as determined by ASTM C1897-20 standard. The heat flows ranged 200–230 J/g calcined clay and the bound waters 4.3–5.7 %.&#xd;
The LC3-50 pastes were characterised by calorimetry, X-ray powder diffraction and the Rietveld method, thermal analysis, and porosimetry to evaluate pozzolanic reactivity and the seeding effect.&#xd;
LC3 mortars, w/b = 0.40, have relatively low compressive strengths, especially at one day, but these values were increased by 64 % on average at one day by seeding. At 1 day, three LC3 mortars showed 11 MPa which increased to 18–20 MPa by seeding. A fourth mortar showed a much higher compressive strength, 16 MPa, that increased to 23 MPa, by seeding. A tested concrete, w/b = 0.50, also showed a high increase of 37 % at 1 day.&#xd;
The improvements at 28 days were maintained but quantitatively lower, 12 and 14 % for the mortars and the concrete, respectively. Insights into the pozzolanic reactions and C-S-H seeding are obtained from the quanti-tative study of the pastes. For instance, it is proven the pozzolanic reaction at 1 day from the portlandite con-sumption. Also shown is the enhanced formation of carboaluminates when the strength enhancing admixture is added.</dc:description>
      <dc:date>2025-10-28T10:10:18Z</dc:date>
      <dc:date>2025-10-28T10:10:18Z</dc:date>
      <dc:date>2026-01</dc:date>
      <dc:type>journal article</dc:type>
      <dc:identifier>Diego Vallina, Isabel Santacruz, Alejandro Morales-Cantero, María Dolores Rodríguez-Ruiz, Ana Cuesta, Angeles G. De la Torre, Alessandro Dalla-Libera, Pere Borralleras, Sébastien Dhers, Peter Schwesig, Oliver Mazanec, Miguel A.G. Aranda, Low-grade kaolinitic clays as SCMs for low-carbon cements and strength improvement by C-S-H gel nucleation seeding, Cement and Concrete Research, Volume 199, 2026, 108036, ISSN 0008-8846, https://doi.org/10.1016/j.cemconres.2025.108036.</dc:identifier>
      <dc:identifier>https://hdl.handle.net/10630/40471</dc:identifier>
      <dc:identifier>10.1016/j.cemconres.2025.108036</dc:identifier>
      <dc:language>eng</dc:language>
      <dc:rights>http://creativecommons.org/licenses/by/4.0/</dc:rights>
      <dc:rights>open access</dc:rights>
      <dc:rights>Atribución 4.0 Internacional</dc:rights>
      <dc:publisher>Elsevier</dc:publisher>
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