2017
DOI: 10.1016/j.conbuildmat.2016.11.080
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Cement substitution by a recycled cement paste fine: Role of the residual anhydrous clinker

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Cited by 85 publications
(54 citation statements)
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“…Gastaldi et al [17] and Schoon et al [15] used up to 30% of fine recycled material (grain diameter <63 µm) mainly for the production of Portland clinker, obtaining favorable results in terms of C 2 S content in the clinker. Considering the significant amount of non-hydrated cement in the fine fraction of recycled concrete, Bordy et al [18] presented the results of studies of composite in which part of the cement was replaced with finely ground (to diameter below 80 µm) powder made by crushing and milling of cement paste made in laboratory conditions. It was observed that there was about 24% of active clinker in the cement paste that could be rehydrated.…”
Section: Introductionmentioning
confidence: 99%
“…Gastaldi et al [17] and Schoon et al [15] used up to 30% of fine recycled material (grain diameter <63 µm) mainly for the production of Portland clinker, obtaining favorable results in terms of C 2 S content in the clinker. Considering the significant amount of non-hydrated cement in the fine fraction of recycled concrete, Bordy et al [18] presented the results of studies of composite in which part of the cement was replaced with finely ground (to diameter below 80 µm) powder made by crushing and milling of cement paste made in laboratory conditions. It was observed that there was about 24% of active clinker in the cement paste that could be rehydrated.…”
Section: Introductionmentioning
confidence: 99%
“…The hydration of the calcium silicates produces a family of structurally similar, essentially amorphous or little crystalline silicates. CH is the second most abundant hydration product, forming crystalline aggregates [31,32]. Ettringite is formed by hydration of alita (C 3 S) in the presence of gypsum (hydrated calcium sulfate).…”
Section: Characterization Of the Cement Samplesmentioning
confidence: 99%
“…SONG et al [5], com base em análises por TGA e DRX em alta temperatura (HT-DRX), indicaram que etringita e monossulfato se desidratam completamente até 91 °C e 160 °C, respectivamente, e que a maior parte da desidratação do C-S-H ocorre no intervalo de 80-240 °C, enquanto que a decomposição das cadeias de silicatos de C-S-H ocorre em torno de 615-630 °C. CHOUDHARY et al [16] e BIRICIK e SARIER [22] utilizaram FTIR para avaliar a formação de fases hidratadas e não hidratadas em pastas de cimento, contudo, esta técnica ainda é pouco empregada para análise de decomposição térmica ou reidratação das pastas [23].…”
Section: Introductionunclassified
“…Os autores concluíram que o aumento da relação água/cimento (a/c) das pastas submetidas ao aquecimento reduziu a resistência à compressão, diminuiu o tempo de pega e aumentou a demanda de água na consistência normal das pastas após a reidratação. BORDY et al [23], por sua vez, estudaram a reciclagem de resíduos de pastas de cimento submetidos a moagem sem tratamento térmico como substituição parcial em cimento. Os autores concluíram que o cimento hidratado reciclado não propiciou efeito fíler e sítios de nucleação suplementares nos compósitos cimentícios e que a contribuição desse resíduo foi devido à reatividade das suas fases anidras.…”
Section: Introductionunclassified