2021
DOI: 10.1016/j.conbuildmat.2021.124662
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Investigation of composite silane emulsion modified by in-situ functionalized graphene oxide for cement-based materials

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Cited by 29 publications
(19 citation statements)
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“…An increase in the core–shell ratio leads to an increasing MWD value due to the greater randomness of the multichain polymerization of siloxane molecules. The MWD value of Pickering-A emulsions decreases with increasing GO content, which is attributed to the spatial modulation of the chain growth reaction of polysiloxane molecules by the GO interface . However, the molecular weight variation of Pickering-B emulsions is essentially independent of the GO content, and its MWD value is always above 1.7.…”
Section: Resultsmentioning
confidence: 96%
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“…An increase in the core–shell ratio leads to an increasing MWD value due to the greater randomness of the multichain polymerization of siloxane molecules. The MWD value of Pickering-A emulsions decreases with increasing GO content, which is attributed to the spatial modulation of the chain growth reaction of polysiloxane molecules by the GO interface . However, the molecular weight variation of Pickering-B emulsions is essentially independent of the GO content, and its MWD value is always above 1.7.…”
Section: Resultsmentioning
confidence: 96%
“…The internal surface of the blank specimen has a large number of granular hydration products. The cement specimen treated with silane emulsion is internally covered with flocculated layers, which are calcium silicate minerals formed by the reaction of siloxane molecules with cement hydrates including Ca­(OH) 2 and C–S–H gels . Cement specimens coated with CSP emulsions show a high number of interconnected clustered structures inside.…”
Section: Resultsmentioning
confidence: 99%
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“…In macro experiments, the wettability of water droplets at the interface of concrete or modified concrete has been studied and significant achievements have been made. 3–8 Li et al 6 investigated the contact angle (CA) of concrete at different cure times and found that the CA value of a water droplet on concrete in 3 d is 34.34° and in 28 d is 24.5°, suggesting that the interfacial wettability of concrete is positively correlated with the amount of cement hydration products. Flores-Vivian et al 8 measured the interface CA of concrete before and after superhydrophobic modification with a self-assembled material and observed that the CA value improved from approximately 33° to 156°.…”
Section: Introductionmentioning
confidence: 99%