relation: https://khub.utp.edu.my/scholars/16078/
title: Feasibility Study on Compressive Strength of Roller Compacted Concrete Pavement Using Nano Silica and Natural Fibre
creator: Hemalatha, M.
creator: Khed, V.C.
creator: Harsha, G.S.
creator: Adamu, M.
description: 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.
publisher: American Institute of Physics Inc.
date: 2022
type: Conference or Workshop Item
type: PeerReviewed
identifier:   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.     
relation: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85144248993&doi=10.1063%2f5.0127345&partnerID=40&md5=7ded7ea50c39c07db2d32f8dacdbd47c
relation: 10.1063/5.0127345
identifier: 10.1063/5.0127345