Influence of Granite Cutting Waste and Recycled Concrete on Properties of Self Compacting Concrete
G.Ganesh Naidu1, M.Sri Durga Vara Prasad2, N.Narendra3
1G.GANESH NAIDU,Ph.D, MISTE , IAENG , Head of the Department, Civil Engineering Department, Pace Institute of Technology and Sciences, Vallur, Prakasam Dist., Andhra Pradesh, India. Presently Working on Corrosion Characteristics of Fiber Reinforced Concrete.
2M.SRI DURGA VARA PRASAD, M.Tech, IAENG Assistant Professor, Civil Department, Pace Institute of Technology and Sciences, Vallur, Prakasam Dist., Andhra Pradesh, India. Researching on Self Compacting Concrete and Water Conservation Techniques.
3N.NARENDRA, PG Scholar, Pace Institute of Technology and Sciences, Vallur, Prakasam Dist., Andhra Pradesh, India.
Manuscript received on November 15, 2019. | Revised Manuscript received on November 23, 2019. | Manuscript published on November 30, 2019. | PP: 205-208 | Volume-8 Issue-4, November 2019. | Retrieval Number: D6493118419/2019©BEIESP | DOI: 10.35940/ijrte.D6493.118419
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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: This paper explains the combined effect of granite cutting waste and recycled concrete on the workability and mechanical properties of self compacting concrete. Experimental plan is divided in such a way that granite cutting waste is replaced with fine aggregate at 0, 20,40,60,80 and 100% proportions. Recycled concrete is replaced with the coarse aggregate starting from 20 to 100%. Total 36 mixes were designed to check the fresh and hardened properties. Slump flow and T500, v-funnel and L-box test are conducted to know the flow ability and passing ability of concrete. To study the hardened properties compressive strength, flexural strength test values are to be collected.
Keywords: Self-Compacting Concrete, Granite Cutting (GC) Waste, Recycled Concrete (RC), Mix Design, Properties.
Scope of the Article: Concrete Engineering.