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- W2517687514 abstract "This work investigates the mechanical properties of conventional concrete (CC) and self compacting concrete (SCC) using fine rubber and silpozz were accompanied by a comparative study between conventional rubberized concrete (CRC) and self compacting rubberized concrete (SCRC). Fine rubber (FR) from scrap tires has replaced the fine aggregate (FA) and Silpozz has been used as areplacement of cement at the proportions of 5, 10 and 15%. Silpozz as a partial replacement of cement inaddition of superplasticiser (SP) increases the strength of concrete. Fresh concrete properties such as slumptest, compaction factor test for CRC, whereas for SCRC slump flow, T500, V-funnel, L-box, U-box, J-ringtests were conducted along with the hardened properties tests like compressive, split tensile and flexuralstrength test at 7, 28 and 90 days of curing. The durability and microstructural behavior for both CRC andSCRC were investigated. FR used in the present study is 4.75 mm passing with fineness modulus 4.74.M30grade concrete is used with a mix proportion of 1:1.44:2.91 and w/c ratio as 0.43. The results indicate that as FR quantity increases, workability of both CRC and SCRC decreases. The results also show that thereplacement of natural fine aggregate (NFA) with FR particles decreases the compressive strength with theincrease of flexural strength observed upto 5% replacement of FR. Also replacement of cement with silpozz resulted enhancement of strength in SCRC." @default.
- W2517687514 created "2016-09-16" @default.
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- W2517687514 date "2016-03-25" @default.
- W2517687514 modified "2023-09-26" @default.
- W2517687514 title "Fresh and hardened properties of rubberized concrete using fine rubber and silpozz" @default.
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- W2517687514 doi "https://doi.org/10.12989/acc.2016.4.1.049" @default.
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