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dc.date.accessioned 2013-11-26T20:09:54Z
dc.date.available 2013-11-26T20:09:54Z
dc.date.issued 2013-11-27
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/9454
dc.description.abstract This paper investigates the possibility of recycling of demolished concrete blocks made with brick aggregates as coarse aggregate. For this, demolished concrete blocks from 33 different sites were collected and crushed into coarse aggregates. As virgin aggregate, first class brick aggregates (normal brick aggregate) were investigated. About 350 concrete cylinders of diameter 150mm and height 300mm were made using normal and recycled brick aggregates with W/C= 0.45 and 0.55. Test items include slump, unit weight, compressive strength, tensile strength, Young’s modulus, and stress-strain curve. For W/C = 0.55, recycled brick aggregate concrete shows lower compressive strength compared to the normal brick aggregate concrete. The results are improved for W/C=0.45. The average strength of recycled brick aggregate concrete is found at 25.5 MPa (3700 psi) and 20.7 MPa (3000 psi) for W/C=0.45 and 0.55 respectively. The results indicate that recycled brick aggregates can be used for new construction works instead of normal brick aggregates. en_US
dc.language.iso en en_US
dc.subject Recycling en_US
dc.subject Compressive strength en_US
dc.subject Tensile strength en_US
dc.subject Stress-Strain en_US
dc.subject Young’s modulus en_US
dc.title Recycling of demolished concrete en_US
dc.type Conference-Full-text en_US
dc.identifier.year 2011 en_US
dc.identifier.conference International Conference on Structural Engineering Construction and Management en_US
dc.identifier.place Kandy en_US


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