• Kiran S Bhagat
• Narendra Pokar
• Harish M. Rabadiya

Now Present days, Waste materials are utilized in the preparation of Conventional Concrete. In this work, the waste materials are used cupola slag and foundry sand. The design mix for M20 grade concrete were considered for a w/c ratio of 0.55. The target mean strength was found 26.6 N/mm2. Cupola slag and foundry sand was used in concrete as partially replacement of coarse aggregate and fine aggregate respectively. First of all, foundry sand used to as partial replace as 0%, 10%, 15%, 20%, 25%, 30%, 40%, 60%, 80%, and 100% of natural fine aggregate. The optimum percentage which was gave target strength. This optimum percentage used in concrete when the cupola slag was used as partial replacement as 0%, 10%, 20%, 30%, 40%, 60%, 80% and 100% of natural coarse aggregate. The experimental work is mainly concerned with the study of fresh concrete property like slump test, Mechanical properties like compressive strength, split tensile strength and flexure strength. The use of cupola slag and foundry sand could be effectively utilized as coarse and fine aggregate in concrete application and also give the better result from management of waste and protect the environment to the pollution.

Cupola slag, Foundry sand, Workability, Compression test, Split tensile test, Flexure test, Durability Test

"SUITABILITY OF CONCRETE BY USING CUPOLA SLAG AS PARTIAL REPLECEMENT OF COARSE AGGREGATE AND FOUNDRY SAND AS PARTIAL REPLECEMENT OF FINE AGGREGATE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.4, Issue 4, page no.297-304, April-2017, Available :http://www.jetir.org/papers/JETIR1704071.pdf

"SUITABILITY OF CONCRETE BY USING CUPOLA SLAG AS PARTIAL REPLECEMENT OF COARSE AGGREGATE AND FOUNDRY SAND AS PARTIAL REPLECEMENT OF FINE AGGREGATE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.4, Issue 4, page no. pp297-304, April-2017, Available at : http://www.jetir.org/papers/JETIR1704071.pdf