Abstract

The construction industry is responsible for the generation of large volumes of waste, known as construction and demolition waste (CDW). Around the world, millions of tons of these wastes are generated annually, which often become important environmental liabilities. The situation gets worse as the sector develops. In Europe, only 15 of the 27 countries in the European Union annually produce around 180 million tonnes of CDW, in Brazil, the data about this indicates that in 2014 the municipalities collected about 45 million tons of CDW, quantity 4.1% higher than in 2013. In this scenario, the present study aims to evaluate the partial replacement of natural aggregates by CDW (aggregates of concrete waste) in the production of concretes. In this sense, the effects of this substitution on the workability and mechanical characteristics of the concretes produced, as well as the influence of the mixing method and the percentage of superplasticizer additive on the same characteristics were evaluated. The methodology basically consists in the production of seven different traits, which are references and different combinations of mixing method, aggregate substitutions and superplasticizer percentages. Specimens of these traces were molded for mechanical characterization. Workability parameters were also evaluated. It is concluded that the workability is strongly affected by the addition of CDW, but a good workability can be obtained with the use of superplasticizer additives. The mixing method did not change the results obtained for this property. The results also indicate that the compressive and tensile strengths are not negatively affected by the substitution of aggregates, as well as being not significantly affected by the presence of the percentages of superplasticizer used, nor by the mixing methods.

Highlights

  • The growth of waste generation is a global concern, one of the main waste generating activities is construction and demolition (Limbachiya, 2004)

  • About the workability of concretes, it can be concluded that it is strongly affected by the addition of construction and demolition waste

  • As expected by the results presented by the literature, the addition of recycled aggregates impaired the workability of the mixtures

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Summary

Introduction

The growth of waste generation is a global concern, one of the main waste generating activities is construction and demolition (Limbachiya, 2004). Data from Eurostat report that from 2004 to 2014, the development of waste production in the European Union (EU) of the economic activity of construction was 57.2%, and the alarming volumes of waste production were explained, only in 2014, the EU generated about 61.8 million tons of construction and demolition waste (CDW). In Holland, in 2007, production of CDW revolves around 14 million tons, with this type of waste being the third largest source of waste in the country (Hendriks, Nijkerk, & Van Koppen, 2007). More recent European data indicate that only 15 of the 27 EU countries annually produce about 180 million tonnes of CDW (Gomes & De Brito, 2009). Due to the high porosity and water absorption, characteristics of the CDW, it is very common that they promote changes in the characteristics of the concrete in a fresh state, especially in relation to workability. The recycled aggregate tends to retain a greater amount of water from the mixture, decreasing the workability (Angulo, 2005; Geng & Sun, 2013; Ryou & Lee, 2014; Zhang & Zong, 2013)

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