Mechanical properties of Recyled Coarse Aggregate (RCA) Concrete

dc.contributor.authorSingh, Shamsher Bahadur
dc.date.accessioned2021-12-07T04:47:26Z
dc.date.available2021-12-07T04:47:26Z
dc.date.issued2014-01
dc.description.abstractThis study deals with experimental investigation of mechanical properties of recycled coarse aggregate (RCA) concrete. The scope of the investigation programme is defined to generate detailed material properties for concrete of M25 grade made with various percentage of flyash, GGBS (Granulated blast furnace slag), recycled coarse aggregates with replacement percentage of 100, 90, 80, 70, 60, 50. The experimental programme consisted of thirty two batches of casting and testing of sustainable concrete elements in compression, tension and in flexure. The stress-strain relationship for concrete Recycled Coarse Aggregate concrete under uniaxial compression has been evaluated. The influence of replacement ratio of recycled coarse aggregate, flyash, GGBS on RCA concrete properties were also studieden_US
dc.identifier.urihttps://www.ripublication.com/ijaer.htm
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3844
dc.language.isoenen_US
dc.publisherResearch India Publicationsen_US
dc.subjectCivil Engineeringen_US
dc.subjectRecycled Coarse Aggregate (RCA)en_US
dc.subjectConcreteen_US
dc.titleMechanical properties of Recyled Coarse Aggregate (RCA) Concreteen_US
dc.typeArticleen_US

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