2020
DOI: 10.1016/j.jclepro.2020.121610
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Fired clay-based construction and demolition waste as pozzolanic addition in cements. Design of new eco-efficient cements

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Cited by 43 publications
(15 citation statements)
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“…The H-WG T25-2 pastes exhibited greater strength than the HN T25-2 pastes due to the extra soluble silica (sourced from the WG) in the medium and the early formation of reaction product [53,57,58]. As expected, an inverse relationship was observed between compressive strength and mean pore size (see Table 5), a finding consistent with earlier reports [59][60][61].…”
Section: Hybrid Cement Paste Compressive Strength and Mean Size Poresupporting
confidence: 90%
“…The H-WG T25-2 pastes exhibited greater strength than the HN T25-2 pastes due to the extra soluble silica (sourced from the WG) in the medium and the early formation of reaction product [53,57,58]. As expected, an inverse relationship was observed between compressive strength and mean pore size (see Table 5), a finding consistent with earlier reports [59][60][61].…”
Section: Hybrid Cement Paste Compressive Strength and Mean Size Poresupporting
confidence: 90%
“…The EDX analysis (ten analyses/gel) showed that the Ca/Si ratio in the OPC gel was 2.0, compared to 1.7 in M1 and 1.9 in M2. The findings also showed that adding SCMs induced aluminium uptake in the gel, as reported earlier by other authors who used pozzolanic additions to partially replace clinker [22,24,36,57]. Inasmuch as the aluminium may have replaced Si in the gel structure, those findings would explain the lower Ca/Si ratio in the pastes bearing SCMs.…”
Section: Sem/edx Microstructural Analysissupporting
confidence: 86%
“…Its filler effect likewise-identified would favour hydration, providing nucleation sites that would densify the cement matrix microstructure. Masonry and mixed C&DW ultrafines [19][20][21][22] comprise essentially SiO 2 , Al 2 O 3 and Fe 2 O 3 (SiO 2 + Al 2 O 3 + Fe 2 O 3 ≥ 84%), with pozzolanicity at least as high as fly ash and similar to that of other masonry materials, such as masonry [4,23] and fired clay sanitary ware [24] rubble. Further to research on mechanical behaviour, GRC has no adverse effect on new eco-cement performance at low replacement ratios (≤7%), whereas masonry ultrafines induce no significant decline in compressive or flexural strength at percentages of up to 25%.…”
Section: Introductionmentioning
confidence: 99%
“…Parte de esta prioridad es el enorme potencial que presentan estos RCDs para el cumplimiento de los objetivos de desarrollo sostenible(ODS) y de la economía circular, recuperando estos residuos como materias primas secundarias para el propio sector de la construcción [6,7]. Con este objetivo, el aprovechamiento de estos residuos, por su heterogeneidad, pasa por las plantas de tratamientos de RCDs para la selección de los diferentes materiales presentes: hormigón reciclado, cerámico, mixto, papel, plásticos, madera, hierro, etc, [8][9][10][11][12]. Uno de estos residuos RCDs que están centrando especial interés en la comunidad científica son los residuos de hormigón reciclado, por estar recogidos en diferentes instrucciones y recomendaciones como árido grueso reciclado en la fabricación de nuevos hormigones ecológicos [13].…”
Section: Introductionunclassified