Abstract:
Properties of the recycled aggregates and the suitability of the same in
structural concrete were studied and compared with those of natural aggregates.
The results showed that the particle size distribution of recycled aggregates is
compatible with those of natural aggregates. The recycled aggregates had
abrasive and impact values of 48.7% and 27.10%, respectively while those of the
natural aggregates were 29.5% and 11.45, respectively. Bulk density of recycled
aggregates was 1065 kg/ m3 with compared to 1296 kg/ m3 of Natural aggregates
and the water absorption was 2.82% with compared to 1.22 of Natural
aggregates. The mix design proposed for concrete was grade 30. Properties of
concrete made fewer than three testing scenarios consisting different
proportions of natural aggregate to recycle aggregate as 50% -50%, 25%-75%,
and 0%-100% were compared with those of 100% natural aggregates. With
increasing percentage of recycled aggregate content, compressive strength,
flexural strength, tensile splitting strength and workability were decreased.
According to the results, grade 30 concrete properties could be achieved with
mix proportions of 50% natural aggregate and 50% recycled aggregate, without
significantly affecting the concrete properties, indicating a 50% saving of natural
aggregates thus reducing environmental impacts and enhancing sustainability.
Citation:
Premasiri, E.S.Y., Kariapper, A.B.Y., Abeysinghe, A.M.G.G.M.B., & Karunarathne, S. (2013). In search of future construction material - recycled aggregates for concrete production. In P.V.A. Hemalal (Ed.), Proceedings of the 7th National Conference on Earth Resources Management (pp. 31-35). Department of Earth Resources Engineering, University of Moratuwa.
