Materiales de Construcción, Vol 68, No 330 (2018)

Recycled concrete with coarse recycled aggregate. An overview and analysis


https://doi.org/10.3989/mc.2018.13317

B. González-Fonteboa
Department of Civil Engineering, Civil Engineering School, University of A Coruña, Spain
orcid http://orcid.org/0000-0002-8856-2002

S. Seara-Paz
Department of Civil Engineering, School of Building Engineering. University of A Coruña, Spain
orcid http://orcid.org/0000-0001-6565-0299

J. de Brito
CERis/ICIST, Instituto Superior Técnico, University of Lisbon, Portugal
orcid http://orcid.org/0000-0001-6766-2736

I. González-Taboada
Department of Civil Engineering, Civil Engineering School, University of A Coruña, Spain
orcid http://orcid.org/0000-0001-7992-4713

F. Martínez-Abella
Department of Civil Engineering, Civil Engineering School, University of A Coruña, Spain
orcid http://orcid.org/0000-0002-5991-6414

R. Vasco-Silva
CERis/ICIST, DECivil Instituto Superior Técnico, University of Lisbon, Portugal
orcid http://orcid.org/0000-0002-2276-9721

Abstract


The construction field has contributed to environmental degradation, producing a high amount of construction and demolition waste (C&D waste) and consuming large volumes of natural resources. In this context, recycled concrete (RC) has been recognised as a means to preserve natural resources and reduce space for waste storage. During the last decades, many researchers have developed works studying different recycled concrete properties.
This review focuses on structural RC made with coarse recycled aggregate from concrete waste. The main objective is to provide a state of the art report on RC’s properties and an analysis on how to predict them taking into account relevant research works. Moreover, the study tries to collect and update RC findings, proposing equations to define RC’s performance, in terms of mechanical strength, modulus of elasticity, stress-strain, creep and shrinkage.

Keywords


Recycled concrete; Mechanical properties; Deformation; Shrinkage; Durability

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