http://www.iaeme.com/IJCIET/index.asp 314 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 1, January 2018, pp. 314–319, Article ID: IJCIET_09_01_031 Available online at http://http://www.iaeme.com/ijciet/issues.asp?JType=IJCIET&VType=9&IType=1 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed A REVIEW OF TERNARY BLENDED HYBRID FIBRE REINFORCED CONCRETE Peta Purnachandra Sai Research Scholar, VIT University, Vellore, India Meena T Associate Professor, Department of Structural and Geo-Technical Engineering, VIT University, Vellore, India ABSTRACT During the past years, we have seen many types of research on concrete by suitably replacing with many materials to reduce the economy and pollution. The replacement was done with a substance which is pozzolanic, and these substances mostly come from waste materials such as sugarcane bagasse ash, rice husk ash and many other such materials. In this study, we have taken the replacement material GGBS and Silica fume and the addition of polypropylene fibre, steel and glass fibre. Key words: Hybrid fibres, polypropylene fibre, steel fibre, glass fibre, GGBS, Silica Fume, Ternary blend. Cite this Article: Peta Purnachandra Sai and Meena T, A Review of Ternary Blended Hybrid Fibre Reinforced Concrete. International Journal of Civil Engineering and Technology, 9(1), 2018, pp. 314-319. http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=9&IType=1 1. INTRODUCTION The pozzolanic materials, which are extensively used to replace the concrete, is because of its properties, it enhances the concrete which reduces the cost [2]. Ground granulated blast furnace slag used in concrete at various replacements i.e., 0% to 60% which enhances the overall mechanical properties and durable properties of concretes [3]. The mechanical properties like strength and effectiveness were found to be a mixture of effectiveness factor, depending upon the replacement level of other cementitious materials like sugarcane bagasse ash, fly ash (class-C & class-F) Fig.1 and micro silica reported as earlier. This process makes it easy to design a GGBS concretes to the desired strength of any given percentage replacement of binder [2]