Self-Compacting Sustainable Concrete using High Volume Fly Ash and Ggbs
Sushree Sangita Rautray1, Manas Ranjan Das2
1Sushree Sangita Rautray, Research Siksha Anusandhan, Department of Civil Engineering, Institute of Technical Education, (Deemed to be University), Bhubaneswar, India.
2Manas Ranjan Das, Research Siksha Anusandhan, Department of Civil Engineering, Institute of Technical Education , (Deemed to be University), Bhubaneswar, India.
Manuscript received on 20 June 2019 | Revised Manuscript received on 27 June 2019 | Manuscript Published on 22 June 2019 | PP: 467-572 | Volume-8 Issue-8S2 June 2019 | Retrieval Number: H10970688S219/19©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 current study focuses on behaviour of freshly hardened concrete through partial cement replacement by using fly ash and ground granulated blast furnace slag (ggbs) in different percent. The essential properties of freshly prepared concrete like flowability, passing ability, filling ability are determined by slump flow test, slump flow T50cm, V-funnel, J-ring and L-box test. The values are found to satisfy EFNARC guidelines. The tests were conducted in order to assess the concrete properties.
Keywords: Fly ash, Ground Granulated Blast Furnace Slag, Self Compacting Concrete.
Scope of the Article: Computational Techniques in Civil Engineering