• Srinivas vasam

In this paper, variation in compressive strength of Normal, Medium and High Strength Recycled Aggregate Self Compacting Concrete (RASCC) with different curing techniques is discussed. Three different curing methods are used in this investigation; normal water curing, site curing by sprinkling water and self-curing are the three methods employed. The variables of study include grade of concrete, percentage of Recycled Concrete Aggregate (RCA) and curing period (3, 7 and 28 days). Three grades of concrete Normal, Medium and High Strength SCC (M30 M50 & M70) and five different percentages of RCA from 0 to 100% with an increment of 25% are used in this study. It is observed from the experimental results that site curing and membrane curing are giving strengths comparable to that of conventional water curing though there is a marginal reduction in the strengths.

Recycled Aggregate Self Compacting Concrete (RASCC), Recycled aggregates, Field Curing, Membrane Curing, Compressive strength

"Effect of Curing Methods on Compressive Strength of Normal, Medium and High Strength Self Compacting Concrete with and without RCA", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 2, page no.7-12, February-2018, Available :http://www.jetir.org/papers/JETIR18MG002.pdf

"Effect of Curing Methods on Compressive Strength of Normal, Medium and High Strength Self Compacting Concrete with and without RCA", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 2, page no. pp7-12, February-2018, Available at : http://www.jetir.org/papers/JETIR18MG002.pdf