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Ductile Behaviour of Beam Made from Modified Tyre Rubber Concrete
Author(s) -
Aritra Mandal*,
Sulagno Banerjee,
Jessy Rooby
Publication year - 2019
Publication title -
international journal of recent technology and engineering
Language(s) - English
Resource type - Journals
ISSN - 2277-3878
DOI - 10.35940/ijrte.c4433.098319
Subject(s) - aggregate (composite) , natural rubber , cement , fly ash , materials science , ductility (earth science) , waste management , civil engineering , engineering , environmental science , composite material , creep
In last little decade technology being guided by the sustainability and environmental issues. Civil engineering is not exceptional ion this matter. As concrete is deriving from natural resource, a big question is being asked all time what will be the future technology and future path. Last few years researchers tried to incorporate the waste material in concrete especially in cement and in fine aggregate. Waste tyres can be an alternate material to replace mineral aggregate. But the mechanical properties decrease with the increase of tyre rubber. So in present study we replaced 40% cement with fly ash and use 5% extra silica of the weight of cement to enhanced the property of tyre rubber concrete which made by replacing 5% coarse aggregate by chipped rubber. Made beams with the modified concrete and check the ductility factor of both types

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