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- W3158741619 abstract "The disposal of used tyres is a major environmental problem throughout the world which causes environmental hazards. Waste tyres rubber material is ideal for use in concrete applications. The main aim of this study is achieved to use of waste tyre rubber chips as partial replacement of coarse aggregate to produce rubberise concrete in M30 mix. Different partial replacements of Waste tyres rubber chips of both plain and reinforced (5, 10, 15 and 20%) by volume of coarse are cast and test for compressive strength, flexural strength and split tensile strength. The results showed that there is a reduction in all type of strength for waste tyres rubber mixture, this reduction in strength was about to 10 -23% for 10% replacement and 22-40% for 15 to 20% replacement and slump values decrease from 60 mm to 05 mm as the waste tyres rubber chips content increase from 0% to 20%. Partial replacement of waste tyres rubber chips both plain and reinforced of (5%) by volume of coarse aggregate and GGBS of (0, 10, 20, 30,40and 50%) by weight of Cement are cast and test for compressive strength, flexural strength and split tensile strength. By replacing 5% volume of plain (or) reinforced rubber in 20mm coarse aggregates and 30% mass of GGBS in cement gives more strength for M30 GRADE concrete comparing to control mix results. The durability studies shows that HCl curing has more effect than H2SO4 curing. The young’s modulus values of elasticity (E) also decreased with increase of percentages of tyre rubber chips. And also it is useful in making light weight concrete. It is recommended to use the rubberised concrete for non structural applications and structural applications" @default.
- W3158741619 created "2021-05-10" @default.
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- W3158741619 creator A5066789787 @default.
- W3158741619 date "2020-07-01" @default.
- W3158741619 modified "2023-09-27" @default.
- W3158741619 title "STUDY OF STRENGTH AND DURABILITY CHARACTERISTICS OF RUBBERISED CONCRETE" @default.
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