• Sagpariya Pratik
• Prof. S. R. Vaniya
• Prof. R. B. Bhatt

The needs of the use of construction and demolition wastes have increased due to the rapid evolution. The demolition wastes are not properly disposed resulted in very harmful for the environment. Today the use of demolition wastes is in landfill, but this paper represents the demolition wastes in aggregates recycling after use in concrete. In this study, the natural coarse aggregate with replaced various percentage recycled coarse aggregate and cement replaced by the industry waste of fly ash and ground granulated blast furnace slag (GGBFS), after concrete in checked out various properties. The Recycled Coarse Aggregate replaced with 20% of interval up to 60% with Natural Coarse Aggregate. The byproduct GGBFS is used up to 20% and fly ash is used up to 20%. Different water cement ratio used with all replacement used in concrete. In this paper the water cement ratio of 0.50 and 0.55 were used.

Recycle coarse aggregate, Fly ash, Ground granulated blast furnace slag (GGBFS), Slump test, Compaction factor test, Compressive strength, Flexural strength, Split tensile strength

"EVALUATION OF STRENGTH OF RECYCLED COARSE AGGREGATE USING TERNARY BLENDED CONCRETE WITH FLY ASH AND GGBFS ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.3, Issue 5, page no.113-118, May-2016, Available :http://www.jetir.org/papers/JETIR1605023.pdf

"EVALUATION OF STRENGTH OF RECYCLED COARSE AGGREGATE USING TERNARY BLENDED CONCRETE WITH FLY ASH AND GGBFS ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.3, Issue 5, page no. pp113-118, May-2016, Available at : http://www.jetir.org/papers/JETIR1605023.pdf