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Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/6363
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dc.contributor.authorChaudhary, Sandeepen_US
dc.date.accessioned2022-03-17T01:00:00Z-
dc.date.accessioned2022-03-21T10:46:25Z-
dc.date.available2022-03-17T01:00:00Z-
dc.date.available2022-03-21T10:46:25Z-
dc.date.issued2018-
dc.identifier.citationSiddique, S., Shrivastava, S., & Chaudhary, S. (2018). Influence of ceramic waste as fine aggregate in concrete: Pozzolanic, XRD, FT-IR, and NMR investigations. Journal of Materials in Civil Engineering, 30(9) doi:10.1061/(ASCE)MT.1943-5533.0002438en_US
dc.identifier.issn0899-1561-
dc.identifier.otherEID(2-s2.0-85049410901)-
dc.identifier.urihttps://doi.org/10.1061/(ASCE)MT.1943-5533.0002438-
dc.identifier.urihttps://dspace.iiti.ac.in/handle/123456789/6363-
dc.description.abstractFine ceramic aggregates prepared from various types of tableware bone china ceramic was used in concrete. The raw fine bone china aggregates were evaluated for pozzolanic activity using the Frattini test, saturated lime test, and strength activity index test. The compressive strength results showed that up to 60% of the fine bone china ceramic aggregate (FBCCA) can be used to produce concrete with desirable strength characteristics. The pozzolanic behavior of fine bone china aggregate acts as an accelerator to form calcium silicate hydrate (CSH), improving the microstructure properties of the concrete. Investigations were made by X-ray diffraction analysis (XRD), Fourier transformation infrared spectroscopy analysis (FT-IR), and 29Si nuclear magnetic resonance (NMR) spectroscopy. The results revealed that an additional amount of CSH gel can be gained when using fine bone china aggregate. © 2018 American Society of Civil Engineers.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.sourceJournal of Materials in Civil Engineeringen_US
dc.subjectAggregatesen_US
dc.subjectBoneen_US
dc.subjectCalcium silicateen_US
dc.subjectCeramic materialsen_US
dc.subjectCompressive strengthen_US
dc.subjectConcrete aggregatesen_US
dc.subjectConcretesen_US
dc.subjectFourier transformsen_US
dc.subjectInfrared spectroscopyen_US
dc.subjectLimeen_US
dc.subjectNuclear magnetic resonanceen_US
dc.subjectSilicate mineralsen_US
dc.subjectSpectrum analysisen_US
dc.subjectX ray powder diffractionen_US
dc.subject29Si NMRen_US
dc.subjectBone chinaen_US
dc.subjectCeramic wasteen_US
dc.subjectFourier transformationsen_US
dc.subjectPozzolanic activityen_US
dc.subjectX-ray diffraction analyses (XRD)en_US
dc.subjectNuclear magnetic resonance spectroscopyen_US
dc.subjectaggregateen_US
dc.subjectceramicsen_US
dc.subjectconcreteen_US
dc.subjectFTIR spectroscopyen_US
dc.subjectnuclear magnetic resonanceen_US
dc.subjectsolid wasteen_US
dc.subjectX-ray diffractionen_US
dc.titleInfluence of ceramic waste as fine aggregate in concrete: Pozzolanic, XRD, FT-IR, and NMR investigationsen_US
dc.typeJournal Articleen_US
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