An Experimental Investigation on the Strength Characteristics of Hybrid Fiber Reinforced Self Compacting Concrete. | [Pakistan Journal of Biotechnology • 2018]

Author(s):

1. K Tamilselvan: Karpagam Academy of Higher Education, Coimbatore

2. N Balasundaram: Karpagam Academy of Higher Education, Coimbatore

3. V Karthik: SRK Institute of Technology, Vijayawada, Andrapradesh, India

4. S Suryarakash: Paavai Engineering College, Namakkal, India

Abstract:

The concrete is one of the most recognized society development materials in the construction industry. Today's challenge in the construction field is to improvise the strength and durability characteristics of concrete. Usually, the concrete is innovated by appropriating most popular supplements for the ingredients of concrete. In this study, the impact of metal (steel) and polypropylene fibers on the strength features of self-compacting concrete (SCC) has been analyzed. Self - Compacting Concrete may compact with the help of its own weight and is a viscous concrete mixture with no segregation. From the density and strength results of the experimental analysis, the mix and dose combination of superplasticizer and VMA to obtain better quality of Self Compacting concrete was selected.

Page(s): 957-960

DOI: DOI not available

Published: Journal: Pakistan Journal of Biotechnology, Volume: 15, Issue: 4, Year: 2018

Keywords:

Keywords are not available for this article.

References:

[1] Abrams D.P., 1987.Scale Relations for Reinforced Concrete Beam-Column Joints,ACI Structural Journal 79 484 -490

[2] Bapat S.G , Kullkarni S,Bandekar K.S,UsingSCC, 2004.in nuclear power plants- Laboratory and mock-up trails at Kaiga,The Indian Concrete Journal 78 51 -57

[3] Devi, 2012.(,International Journal of Advances in Engineering Sciences 2(I) -

[4] 2005.EFNARC standards, European Guidelines on Self Compacting Concrete (, -

[5] Lohani,:, 2012.Optimum utilization of Quarry dust as partial replacement of sand in concrete,International Journal of Appl-ied and Engineering Research l1 -

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