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Abstract Recycled aggregates (RA) from construction and demolition waste (CDW) instead of natural aggregates (NA) was analysed in the manufacture of new eco-friendly concrete. Fine (FRA) and coarse (CRA) recycled aggregates were used in different percentages as substitutes of natural sand and gravel, respectively. The results revealed that the use of RA in percentages of up to 50 wt.% are feasible. Additionally, RA were used to produce paving blocks in accordance with industrial requirements. Thus, values of water absorption lesser than 6% and tensile strength upper than 3.6 MPa were obtained, which are similar to those of a reference sample. These results were achieved by reducing the incorporation of cement, thereby saving production costs and minimizing environmental impact.
Environmentally-friendly Concrete, Green Paving Units, Construction Materials, Industrial Waste, Civil Engineering, Construction and Demolition Waste, Waste Management, Environmentally friendly concrete, Tensile Strength, Construction and demolition waste, Recycled aggregate, Recycled Aggregate, Recycling, Civil engineering, Green paving units, Research Article
Environmentally-friendly Concrete, Green Paving Units, Construction Materials, Industrial Waste, Civil Engineering, Construction and Demolition Waste, Waste Management, Environmentally friendly concrete, Tensile Strength, Construction and demolition waste, Recycled aggregate, Recycled Aggregate, Recycling, Civil engineering, Green paving units, Research Article
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 41 | |
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| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Top 10% | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Top 10% |
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