Experimental Investigation on Partial Replacement of Recycled Aggregate in Multistorey Building
Jaanusri Manoharan
PG student, Department of civil engineering, PRIST University,Thanjavur
K Shanthi
Asst Professor, Department of civil engineering, PRIST University, Thanjavur
Receiving Date:
2016-12-18
Acceptance Date:
2017-01-22
Publication Date:
2017-02-28
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Abstract
‘Recycled aggregate concrete is one of the developing technology in the constructions. Though the growth and need of the building is increased the need for resources are also in demand. Hence inorder to avoid the demand and to reduce the wastage of materials, recycled aggregate concrete is introduced. In the comparison of recycled aggregate concrete to conventional concrete the RAC (recycled aggregate concrete) gives effective result in workability .The 28 days result of compressive test of recycled concrete aggregate is comparatively satisfactory with conventional concrete. In the case of the partial replacement of the RAC(recycled aggregate concrete)the compressive strength of the concrete is tested for 7,14,28 days and the result obtained is the lower than conventional concrete but depending upon the partial replacement the strength of recycled aggregate will give the expected result. The partial replacement is done from 20% to 50% the strength of recycled aggregate decreases.
Keywords:
Recycled aggregate concrete; Recycled aggregate; demolished waste; Compressive strength
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