Concrete with recycled aggregates: the Portuguese experimental research

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Title: Concrete with recycled aggregates: the Portuguese experimental research

Author(s): Jorge Brito, Fatima Alves

Publication: RILEM

Volume: 43

Issue: S1

Appears on pages(s): 35-51

Keywords: Structural Concrete, Recycled aggregates, Performance early prediction

Date: 11/16/2010

Abstract:
The main objective of this study is to define expedient procedures to estimate the properties of structural concrete that contains recycled aggregates. Experimental results from Portuguese research, most of which supervised by the first author, were used to establish a relationship between some properties of hardened concrete (compressive strength, splitting and flexural tensile strength, modulus of elasticity, abrasion resistance, shrinkage, water absorption, carbonation penetration and chloride penetration) and the density and water absorption of the aggregates’ mixture and also the compressive strength of concrete at the age of 7 days. The workability and density were also analysed for fresh concrete. The graphic analysis of each property shows the relationship between those for recycled aggregate concrete (RAC) mixes and a reference mix using natural aggregates only (RC). The density and water absorption of all the aggregates in the mixture, for each substitution rate, were calculated in order to represent the exact proportion of each type of aggregate (natural and recycled). This method proved to be viable to estimate the variation of the properties of concrete with recycled aggregates by obtaining results for the three parameters mentioned above. This innovative procedure can contribute to increasing the use of recycled aggregates in the construction sector and make it a sustainable activity.


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