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dc.contributor.authorBarai, Sudhir Kumar-
dc.date.accessioned2021-11-14T07:47:30Z-
dc.date.available2021-11-14T07:47:30Z-
dc.date.issued2018-06-17-
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-981-10-6686-3_6-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3612-
dc.description.abstractThe microstructural characterization of concrete prepared with RCA is described in this chapter. The interfacial transition zone (ITZ) between the aggregate and the cement mortar matrix is the most important interface in concrete. Particularly, this is very important in RAC, as the recycled aggregate concrete has more interfaces than normal concrete, i.e., the interfacial transition zone between the original aggregate and the adhered mortar (old ITZ), and another interface between the adhered mortar and new mortar matrix (new ITZ) in recycled aggregate concrete. Therefore, the characteristics of ITZ of RAC in terms of hydration compounds, anhydrous cement, porosity examined by using SEM are discussed in this chapter. A detailed procedure of specimen preparation for scanning electron microscope (SEM) examination is also discussed. Further, the influence of these parameters on the strength of concrete is elaborated. ITZ characteristics were also examined by using Vickers microhardness and a relationship between compressive strength and ITZ microhardness was established. Furthermore, it discussed the influence of the binder, quality, and quantity of adhered mortar, strength of source concrete from which the RCA derived on interfacial transition zone of RAC.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectCivil Engineeringen_US
dc.subjectInterfacial transition zone (ITZ)en_US
dc.subjectMicrohardnessen_US
dc.subjectAnhydrous cementen_US
dc.titleMicrostructure of Recycled Aggregate Concreteen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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