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“Experimental Analysis of M35 Concrete with Partial Substitute of Fine Aggregate by Nylon Glass Filled Granules and Cement by Flyash”
Syed Md Kashif Ali1, Brijbhushan S2, Sharanamma S. K3

1Syed Md Kashif Ali*, PG Student Department of Construction Technology, VTU Regional Centre for PG Studies, Kalaburagi, India.
2Brijbhushan S, Assistant professor, Department of Highway Technology, Visvesvaraya Technological University, Centre For PG Studies, Regional Office, Kalaburagi, Karnataka, India.
3Sharanamma S. K, Assistant professor Department of Civil Engineering, VTU Regional Centre for PG studies, Kalaburagi, India.

Manuscript received on October 12, 2019. | Revised Manuscript received on 22 October, 2019. | Manuscript published on November 10, 2019. | PP: 4469-4474 | Volume-9 Issue-1, November 2019. | Retrieval Number: A5325119119/2019©BEIESP | DOI: 10.35940/ijitee.A5325.119119
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Concrete is a material which widely used in construction industry. The present investigation deals with the study of partial replacement of fine aggregate by Nylon Glass Granules in concrete. The fine aggregates are replaced by 0%, 10%, 20% and 30% by Nylon Glass Granules by volume of natural sand in M35 grade of concrete. Additionally, to increase the tensile strength of concrete 1% of Steel Fiber by volume of cement were added to all the mixes containing Nylon Glass Granules. The concrete produced by such ingredients were cured for 7 and 28 days to evaluate its hardened properties. The 28days hardened properties of concrete revealed that maximum strength is observed for the mix which possesses 20% replacement of fine aggregate by Nylon Glass Granules compared with the conventional concrete, thus it is said to be the optimum mix.
Keywords: Cement, Natural Sand, Nylon Glass Granules(NGG), Steel Fiber, Fly Ash, Compressive Strength, Split Tensile Strength, Flexural Strength
Scope of the Article: Concrete Engineering