2009
DOI: 10.1007/s11595-009-1140-6
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Binding materials of dehydrated phases of waste hardened cement paste and pozzolanic admixture

Abstract: Fly ash (FA) and ground granulated blast-furnace slag (GGBFS) were added to improve the performances of regenerated binding materials (RBM) which refer to dehydrated phases with rebinding ability of waste hardened cement paste. Flowability tests, compressive strength tests, SEM, TG-DSC, and non-evaporable water content tests were employed to study the performances of the combined binding materials and the interactions between RBM, FA, and GGBFS. Results show that adding FA or GGBFS can improve the workability … Show more

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Cited by 20 publications
(7 citation statements)
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“…The content of calcium oxide in RCP is higher, which makes RCP more active and helps to improve the performance of concrete. Based on the experimental results of XRD, it is found that new active calcium silicate (Ca 3 SiO 5 and Ca 2 SiO 4 ) can hydrate with water at 800 • C, which further shows the SEM and XRD images of RCP before and after heat treatment, as show in Figure 6 [45][46][47].…”
Section: Heat Treatmentmentioning
confidence: 77%
“…The content of calcium oxide in RCP is higher, which makes RCP more active and helps to improve the performance of concrete. Based on the experimental results of XRD, it is found that new active calcium silicate (Ca 3 SiO 5 and Ca 2 SiO 4 ) can hydrate with water at 800 • C, which further shows the SEM and XRD images of RCP before and after heat treatment, as show in Figure 6 [45][46][47].…”
Section: Heat Treatmentmentioning
confidence: 77%
“…Some authors opt to previously oven dry the waste cement before gridding, since it reduces the baling phenomenon and wall mill adhesion [36,44,45]. In other studies, the RC grinding was performed after thermal activation [42,[46][47][48][49], however this turns the thermal process less effective and may lead to less homogeneous RC.…”
Section: Figurementioning
confidence: 99%
“…The first studies in this domain considered a wide range of thermoactivation temperatures, from as low as 200°C to over 900°C [46,49,60]. Later research has been focused on a narrower range, between 500 and 800°C [19,33,35,43,47,61,62], in order to comprise the phases of C-S-H dehydration and CH dehydroxylation, without relevant decarbonation. Optimal treatment temperatures have been reported to be in the range of 600-700°C, ensuring high rehydration ability and low thermal energy consumption [2].…”
Section: Figurementioning
confidence: 99%
“…This makes it a favorable raw material for enhancing the reaction of pozzolanic materials [13][14][15][16][17][18][19]. Currently, fly ash (FA) and slag powder (SL) are the most widely used admixtures for the preparation of composite cementitious materials [4,10,[14][15][16][17]20].…”
Section: Introductionmentioning
confidence: 99%
“…Lü et al [20] employed FA to partially replace DCP in the preparation of composite cementitious materials. However, with the dosage increasing from 20% to 50%, the long-term compressive strength decreased from 21.2MPa to 13MPa.…”
Section: Introductionmentioning
confidence: 99%