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Experimental Study on the Strength and Durability of High Performance Nano Silica Concrete
G. Ravi Teja1, A. Narender Reddy2, T. Meena3

1G.Ravi Teja, M.Tech Student, Department of Structural and Geo Technical Engineering, VIT, Vellore (Tamil Nadu), India.
2A.Narender Reddy, Research Scholar, Department of Structural and Geo Technical Engineering, VIT, Vellore (Tamil Nadu), India.
3T.Meena, Associate Professor, Department of Structural and Geo Technical Engineering, VIT, Vellore (Tamil Nadu), India.
Manuscript received on 07 March 2019 | Revised Manuscript received on 20 March 2019 | Manuscript published on 30 March 2019 | PP: 1141-1144 | Volume-8 Issue-5, March 2019 | Retrieval Number: E3081038519/19©BEIESP
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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: The utilization of combination of different mineral admixtures like fly ash (FA), alcoffine (ALC) and nano silica (NS) which are by-products from industries possess pozzalanic nature and is an environmental friendly material in construction industry. The environmental impact can be minimized by making use of many industrial by products in a sustainable manner. The evaluation of strength and durability study was performed using on concrete with FA, ALC and NS as a partial replacement of Ordinary Portland Cement (OPC). The studied parameters were compressive strength, split tensile strength and flexural strength, as well as the durability study that involves water absorption and sorptivity. The combination of FA 25%, ALC 10% and NS 0, 0.5, 1, 2 and 3% was used in partial substitution of cement at by weight. The results show that among different NS content High performance concrete containing 25%-10%-1% FA-AL-NS exhibited the best results for the strength and durability property tests at 7, 28 days for strength and 28, 90 days for durability properties.
Keyword: Fly ash, Alccofine, Nano Silica, Tetranary Blended Concrete.
Scope of the Article: Concrete Engineering