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Article: Effect of graphene oxide (GO) on hydration of tricalcium silicate (C 3 S)

TitleEffect of graphene oxide (GO) on hydration of tricalcium silicate (C <inf>3</inf> S)
Authors
KeywordsGraphene
Nano-structures
Strength
Tricalcium silicate
Issue Date2019
Citation
Construction and Building Materials, 2019, v. 203, p. 514-524 How to Cite?
AbstractIn this study, the interaction between the major phase of cement clinker, C 3 S, and GO was explored to investigate its effect on the microstructures of G 3 S/GO composites at different GO dosages in a range of 0–0.05 wt%. The compressive strength of C 3 S/GO composites was tested and their microstructural developments were analyzed by scanning electron microscope (SEM), X-ray diffraction (XRD), thermogravimetric analysis (TG), nitrogen adsorption and 29 Si solid-state nuclear magnetic resonance (NMR) techniques. The results show that the addition of GO can improve the compressive strength of C 3 S/GO paste up to 32.5% at 1 day. In addition, the incorporation of GO provided an increasing number of nucleation sites to form denser microstructure and refined the pore structure by reducing the total porosity and increasing the gel pores. In particular, the hydration degree was increased by approximately 20% at the age of 7 days when the GO dosage was in the range of 0.03–0.05 wt% as evidenced by TG and NMR results. The ratio of Q 2 /Q 1 in C-S-H gel decreased slightly with the increased GO content, which was further corresponding to the decreased mean chain length of C-S-H gel. Therefore, the introduction of GO exerts a positive effect on the hydration of C 3 S, which provides essential supports to the hydration mechanism of GO in Portland cement matrix.
Persistent Identifierhttp://hdl.handle.net/10722/341241
ISSN
2023 Impact Factor: 7.4
2023 SCImago Journal Rankings: 1.999
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorKang, Xiaojuan-
dc.contributor.authorZhu, Xiaohong-
dc.contributor.authorQian, Jueshi-
dc.contributor.authorLiu, Jiaping-
dc.contributor.authorHuang, Yongbo-
dc.date.accessioned2024-03-13T08:41:16Z-
dc.date.available2024-03-13T08:41:16Z-
dc.date.issued2019-
dc.identifier.citationConstruction and Building Materials, 2019, v. 203, p. 514-524-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10722/341241-
dc.description.abstractIn this study, the interaction between the major phase of cement clinker, C 3 S, and GO was explored to investigate its effect on the microstructures of G 3 S/GO composites at different GO dosages in a range of 0–0.05 wt%. The compressive strength of C 3 S/GO composites was tested and their microstructural developments were analyzed by scanning electron microscope (SEM), X-ray diffraction (XRD), thermogravimetric analysis (TG), nitrogen adsorption and 29 Si solid-state nuclear magnetic resonance (NMR) techniques. The results show that the addition of GO can improve the compressive strength of C 3 S/GO paste up to 32.5% at 1 day. In addition, the incorporation of GO provided an increasing number of nucleation sites to form denser microstructure and refined the pore structure by reducing the total porosity and increasing the gel pores. In particular, the hydration degree was increased by approximately 20% at the age of 7 days when the GO dosage was in the range of 0.03–0.05 wt% as evidenced by TG and NMR results. The ratio of Q 2 /Q 1 in C-S-H gel decreased slightly with the increased GO content, which was further corresponding to the decreased mean chain length of C-S-H gel. Therefore, the introduction of GO exerts a positive effect on the hydration of C 3 S, which provides essential supports to the hydration mechanism of GO in Portland cement matrix.-
dc.languageeng-
dc.relation.ispartofConstruction and Building Materials-
dc.subjectGraphene-
dc.subjectNano-structures-
dc.subjectStrength-
dc.subjectTricalcium silicate-
dc.titleEffect of graphene oxide (GO) on hydration of tricalcium silicate (C <inf>3</inf> S)-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.conbuildmat.2019.01.117-
dc.identifier.scopuseid_2-s2.0-85060601626-
dc.identifier.volume203-
dc.identifier.spage514-
dc.identifier.epage524-
dc.identifier.isiWOS:000463122700046-

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