2021
DOI: 10.1016/j.cemconres.2021.106405
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Local structure and Ca/Si ratio in C-S-H gels from hydration of blends of tricalcium silicate and silica fume

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Cited by 73 publications
(38 citation statements)
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“…This value is smaller than the expected value according to reaction (7), 1.5%. However, this difference could arise from: (i) The belite hydration degree being lower that 100% as measured by diffraction; (ii) the experimental errors; and (iii) because the calcium content of the C-S-H gel can be slightly higher than 1.80 as previously reported [23].…”
Section: Thermal Analysismentioning
confidence: 80%
See 3 more Smart Citations
“…This value is smaller than the expected value according to reaction (7), 1.5%. However, this difference could arise from: (i) The belite hydration degree being lower that 100% as measured by diffraction; (ii) the experimental errors; and (iii) because the calcium content of the C-S-H gel can be slightly higher than 1.80 as previously reported [23].…”
Section: Thermal Analysismentioning
confidence: 80%
“…These PDF traces for C 3 S_hyd and C 2 S_hyd, Figure 8a,c, are consistent with the contribution of C-S-H gel and a few layer thick nanoportlandite. This has been extensively discussed very recently and the interested reader is addressed to the publication [23]. The changes in the differential PDF traces for the carbonate materials are readily evident.…”
Section: Synchrotron Pair Distribution Function Analysismentioning
confidence: 92%
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“…A alteração da composição dos cimentos tem impacto em todas as características dos concretos produzidos, desde a cinética da hidratação até a composição dos produtos hidratados, sendo essa variação mais observada em cimentos pozolânicos (Lothenbach et al, 2011). Além do aumento das fases AFm e da Portlandita ser consumida em idades posteriores pela reação com os materiais silicosos ou sílico-aluminosos, os C-S-H formados a partir de cimentos pozolânicos possuem menores relações Ca/Si e um aumento no teor de aluminato incorporado, influenciando as propriedades mecânicas e de durabilidade dos concretos e argamassas produzidos devido a interação da matriz cimentícia com os agentes agressivos (Cuesta et al, 2021;Dai et al, 2014). Apesar da água ser um elemento fundamental na produção de concretos e argamassas, o contato com a mesma pode causar a degradação por meio de alguns fenômenos, como a lixiviação.…”
Section: Introductionunclassified