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In this paper the experimental program is done for overall investigation of compressive strengthening and flexural strengthening of total seventy-two reinforced concrete cubes and beam for partial replacement of recycled aggregate for 0,30,60&100 percent respectively. The casting of cubes having size 150 x 150 x 150 mm and beam having size 500 x 100 x 100 mm has done with use of M 20 grade of concrete as per IS 456:2000 and IS 10262:2019. Compressive strength and flexural strength is improved at 60 percent replacement of recycled aggregate with use of 100% artificial sand.
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- et al. (2024) studied this question.
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