2020
DOI: 10.1007/s41062-020-00371-2
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Role of red mud as a cementing material in concrete: a comprehensive study on durability behavior

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Cited by 31 publications
(16 citation statements)
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“…As shown in Figure 3 a, C5, the OPC mortar with no water repellent, shows a Ca(OH) 2 peak at 2θ = 18°. It has been reported previously that portlandite improves the formation of C-S-H gel because it helps maintain the alkali pore solution concentration during cement hydration [ 16 ]. In the case of C5-O and C5-M with water repellents, however, the Ca(OH) 2 peak was not observed, which appears to explain the development of lower compressive strength compared to that of C5.…”
Section: Resultsmentioning
confidence: 99%
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“…As shown in Figure 3 a, C5, the OPC mortar with no water repellent, shows a Ca(OH) 2 peak at 2θ = 18°. It has been reported previously that portlandite improves the formation of C-S-H gel because it helps maintain the alkali pore solution concentration during cement hydration [ 16 ]. In the case of C5-O and C5-M with water repellents, however, the Ca(OH) 2 peak was not observed, which appears to explain the development of lower compressive strength compared to that of C5.…”
Section: Resultsmentioning
confidence: 99%
“…In the 400–450 °C section, the decomposition of portlandite could be accurately determined by DTG curves for C5, and the mass loss caused by temperatures in the dehydroxylation reaction was clearly observed. C5 showed a mass loss of approximately 1.5% in the 400–450 °C region [ 16 ]. In contrast, C5-O and C5-M exhibited negligible mass losses of 0.5 and 0.6%, respectively.…”
Section: Resultsmentioning
confidence: 99%
“…Figure 8 shows the XRD results for Plain, LRM 20, and LRMN 20 samples over time. To investigate the initial hydration characteristics, the analysis was focused on the production of portlandite [ 27 ], which helps maintain the alkali pore solution concentration during cement hydration, thereby enhancing the C–S–H gel formation [ 28 ].…”
Section: Resultsmentioning
confidence: 99%
“…The strength of the concrete was reduced after 10% RMD substitution, however, it was not lower than regular concrete mixtures. CMS was lowered at 15% and 20% RMD replacement in concrete owing to inadequate cement hydration due to the presence of increased RMD content at higher replacement levels [ 63 ]. A similar justification was given by Cheng et al [ 64 ], the large specific surface area of RMD absorbs more water in the concrete mix, resulting in a lack of water for adequate cement hydration.…”
Section: Mechanical Propertiesmentioning
confidence: 99%