2020
DOI: 10.1016/j.conbuildmat.2020.118006
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Chloride binding capacity of green concrete mixed with fly ash or coal gangue in the marine environment

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Cited by 37 publications
(6 citation statements)
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“…Figure 19b shows the effect of different fly ash content on concrete shrinkage. It can be seen that the shrinkage of concrete can be reduced effectively with the increase of fly ash, but the mechanical properties of concrete will be affected if the content exceeds 25% [89,99]. After fly ash is added to coal gangue concrete, the chloride ion migration coefficient is negatively correlated with the content of fly ash.…”
Section: Fly Ashmentioning
confidence: 99%
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“…Figure 19b shows the effect of different fly ash content on concrete shrinkage. It can be seen that the shrinkage of concrete can be reduced effectively with the increase of fly ash, but the mechanical properties of concrete will be affected if the content exceeds 25% [89,99]. After fly ash is added to coal gangue concrete, the chloride ion migration coefficient is negatively correlated with the content of fly ash.…”
Section: Fly Ashmentioning
confidence: 99%
“…After fly ash is added to coal gangue concrete, the chloride ion migration coefficient is negatively correlated with the content of fly ash. Filling makes coal gangue concrete denser, and secondary hydration increases the content of hydration products, and the addition of fly ash can effectively decrease the chloride ion permeability resistance of coal gangue concrete [89,99].…”
Section: Fly Ashmentioning
confidence: 99%
“…A higher Al2O3 or Fe2O3 content of the fly ash will show a higher binding capacity. FA has a positive effect on the time-invariant chloride binding capacity of concrete and the binding capacity increases with the increase of FA replacement ratio [59]. Determination of chloride penetration depth can mainly be applied to concrete compositions that are exposed to thawing salts, seawater, brackish water and chloridecontaining solutions.…”
Section: Concrete Chloride Resistancementioning
confidence: 99%
“…The improper disposal of fly ash presents a variety of environmental problems, thus considerable research has been undertaken on the subject worldwide for years. The major utilization of fly ash has been in construction, such as mine back filling, light weight aggregates, road sub-bases [15], and green concrete [16]. The American Society of Testing Materials divided fly ash into Class C and Class F ash based on the oxide content [17].…”
Section: Introductionmentioning
confidence: 99%