2019
DOI: 10.1016/j.conbuildmat.2019.05.111
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Impact of the coupled substitution of CaCO3 and CaSO4·2H2O on chloride binding behavior in hydrated C3A pastes

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Cited by 10 publications
(4 citation statements)
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“…The diffraction peak of strätlingite is obvious in sample C after curing for 90 days. It should be noted that a small diffraction peak of Friedel's salt appears around 11.2 • within 3 days in C-2, which indicates that chloride ions had been mixed into the paste and chemically combined with AFm phase [42]. The XRD patterns of CSA cement mixed with CaCO 3, or gypsum are shown in Figure 7.…”
Section: X-ray Diffraction Analyses and Phasequantitative Analyze By ...mentioning
confidence: 98%
“…The diffraction peak of strätlingite is obvious in sample C after curing for 90 days. It should be noted that a small diffraction peak of Friedel's salt appears around 11.2 • within 3 days in C-2, which indicates that chloride ions had been mixed into the paste and chemically combined with AFm phase [42]. The XRD patterns of CSA cement mixed with CaCO 3, or gypsum are shown in Figure 7.…”
Section: X-ray Diffraction Analyses and Phasequantitative Analyze By ...mentioning
confidence: 98%
“…These interactions depend on the CaCO 3 size particles. Guo et al [79] recently reported that C 3 A hydrated (e.g., 3CaO.Al 2 O 3 .6H 2 O) reacts with both chloride ions and CaCO 3 acidifying local limited cement paste and the chloride binding capacity decreased [79][80][81]. This can be simplified by Equations ( 3) and (4) (not stoichiometric balanced), respectively [79]:…”
Section: Eis Analyses: Corrosion Performance Among Distinctive Concre...mentioning
confidence: 99%
“…Guo et al [79] recently reported that C3A hydrated (e.g., 3CaO.Al2O3.6H2O) reacts with both chloride ions and CaCO3 acidifying local limited cement paste and the chloride binding capacity decreased [79][80][81]. This can be simplified by Equations ( 3) and ( 4) (not stoichiometric balanced), respectively [79]: In this initial stage, the CaCO 3 content modifies pH-neighboring rebar and different species to constitute the double layer are formed. With this, a passivation and resistance to chloride penetration is provided [79].…”
Section: Eis Analyses: Corrosion Performance Among Distinctive Concre...mentioning
confidence: 99%
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