Shrinkage and creep performance of concrete with recycled aggregates from CDW plants

Author:

Bravo Miguel1,de Brito Jorge2,Pontes Jorge3,Evangelista Luís4

Affiliation:

1. CERIS-ICIST, Department of Civil Engineering, Barreiro School of Technology, Polytechnic Institute of Setubal, Rua Américo da Silva Marinho, Lavradio, Portugal

2. CERIS-ICIST, Department of Civil Engineering, Architecture and Georesources, IST – University of Lisbon, Lisbon, Portugal (corresponding author: )

3. CERIS-ICIST, Department of Civil Engineering, Architecture and Georesources, IST – University of Lisbon, Lisbon, Portugal

4. UiS, Institutt for konstruksjonsteknikk og materialteknologi, Universitetet i Stavanger, Stavanger, Norway

Abstract

This research analyses the shrinkage and creep performance of concrete with recycled aggregates from various Portuguese construction and demolition waste recycling plants, studying the influence of the properties and composition of each recycled aggregate source on the characteristics of concrete produced with them. Recycled aggregates from four plants were used in the concrete mixes produced in this research, of which two were coarse recycled aggregates and two were fine recycled aggregates. During this experimental campaign, the behaviour of the mixes with recycled aggregates was evaluated by three fresh-state concrete tests (slump using the Abrams cone, density, and air content) and two hardened-state concrete tests (shrinkage and creep). It was found that the incorporation of recycled aggregates caused a qualitative drop in the concrete's properties. The properties of the concrete mixes were significantly dependent on the source (and composition) of the recycled aggregates.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

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