Mechanical properties of Recyled Coarse Aggregate (RCA) Concrete

dc.contributor.author	Singh, Shamsher Bahadur
dc.date.accessioned	2021-12-07T04:47:26Z
dc.date.available	2021-12-07T04:47:26Z
dc.date.issued	2014-01
dc.identifier.uri	https://www.ripublication.com/ijaer.htm
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3844
dc.description.abstract	This 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 studied	en_US
dc.language.iso	en	en_US
dc.publisher	Research India Publications	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Recycled Coarse Aggregate (RCA)	en_US
dc.subject	Concrete	en_US
dc.title	Mechanical properties of Recyled Coarse Aggregate (RCA) Concrete	en_US
dc.type	Article	en_US

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