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- W2302714194 abstract "In this paper the use of coarse recycled aggregates (RA) by concrete for partially or globally replacing coarse natural aggregates in the production of structural concrete has been analyzed. To evaluate the feasibility of this process, an experimental campaign focused on the observation of recycled concrete mechanical behaviour has been carried out: compressive and tensile strength, modulus of elasticity and workability of several specimens made with different replacement percentages of coarse recycled aggregates, have been determined. Four different concrete mixes were carried with 20%, 50%, 80% and 100% replacement percentages of coarse recycled aggregates respectively, and a control conventional concrete C30/35, with 100% natural aggregate. Results showed that the properties of recycled concrete made with high percentages of coarse recycled aggregate (80% e 100%) and natural fine, are lower than those of ordinary concrete, while properties of recycled concrete made with 50% and 20% of coarse recycled aggregates, are similar to normal concrete." @default.
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- W2302714194 date "2011-01-01" @default.
- W2302714194 modified "2023-09-27" @default.
- W2302714194 title "INFLUENCE OF REPLACEMENT PERCENTAGE OF RECYCLED AGGREGATES ON RECYCLED AGGREGATE CONCRETE PROPERTIES" @default.
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