Feasibility Study on Compressive Strength of Roller Compacted Concrete Pavement Using Nano Silica and Natural Fibre

Hemalatha, M. and Khed, V.C. and Harsha, G.S. and Adamu, M. (2022) Feasibility Study on Compressive Strength of Roller Compacted Concrete Pavement Using Nano Silica and Natural Fibre. In: UNSPECIFIED.

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Abstract

Roller compacted concrete(RCC) is similar to conventional concrete but it is having zero slump.The major advantage of Roller Compacted Concrete Pavement (RCCP) is it is more economical than the conventional concrete. In this research banana fibre is taken as the natural fibre. In this paper feasibility study of the composition for the RCCP with Nano Silica and Banana fibre has been specifically studied. Compressive tests according to IS 519 are conducted on RCCP using various compositions of Nano Silica such as 0, 0.25, 0.5, 0.75, 1.0, 1.25, 1.50, 1.75, 2.0, 2.25, 2.50, 2.75 & 3.0 and also Banana Fibre of compositions 0.5, 1.0, 1.5, 2.0 2.5, 3.0. The results states that the feasible composition of Nano Silica isupto 2 and Banana fibre is upto 1.5. Using the above conclusion further research can be carried out. © 2022 American Institute of Physics Inc.. All rights reserved.

Item Type: Conference or Workshop Item (UNSPECIFIED)
Additional Information: cited By 0; Conference of 1st International Conference on Physics and Energy 2021, ICPAE 2021 ; Conference Date: 21 April 2021; Conference Code:184916
Depositing User: Mr Ahmad Suhairi UTP
Date Deposited: 19 Dec 2023 03:22
Last Modified: 19 Dec 2023 03:22
URI: https://khub.utp.edu.my/scholars/id/eprint/16078

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