A Comprehensive Review on Recycling of Construction Demolition Waste in Concrete

Author:

Joseph Herbert Sinduja1ORCID,Pachiappan Thamilselvi1,Avudaiappan Siva234ORCID,Maureira-Carsalade Nelson5ORCID,Roco-Videla Ángel6ORCID,Guindos Pablo37ORCID,Parra Pablo F.8ORCID

Affiliation:

1. Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600025, India

2. Departamento de Ingeniería Civil, Universidad de Concepción, Concepción 4070386, Chile

3. Centro Nacional de Excelencia para la Industria de la Madera (CENAMAD), Pontificia Universidad Católica de Chile, Av. Vicuña Mackenna 4860, Santiago 7820436, Chile

4. Department of Physiology, Saveetha Dental College and Hospitals, SIMATS, Chennai 600077, India

5. Departamento de Ingeniería Civil, Universidad Católica de la Santísima Concepción, Concepción 4090541, Chile

6. Facultad de Salud y Ciencias Sociales, Universidad de las Américas, Providencia, Santiago 7500975, Chile

7. Department of Structural and Geotechnical Engineering, Pontificia Universidad Católica de Chile, Av. Vicuña Mackena, Santiago 7820436, Chile

8. Faculty of Engineering and Sciences, Universidad Adolfo Ibáñez, Santiago 7941169, Chile

Abstract

There have been efforts to use building demolition waste as an alternative aggregate in concrete to decrease the use of natural resources for construction. The World Green Building Council estimates that the construction industry is responsible for more than 50% of all material extracted globally and that construction and demolition waste makes up 35% of global landfills. As a result, incorporating recycled aggregate (RA) in concrete production is a prudent course of action to reduce the environmental impact. This study reviews prior research on using recycled aggregate instead of conventional ingredients in concrete. The composition and morphology of different types of RA, the behavior of RA in fresh and hardened states, keyword co-occurrence and evolution analysis, and the various additives used to enhance the inferior properties of RA are discussed. The RA showed different physical properties when compared with natural aggregate. However, the addition of pozzolanic materials and various pretreatment techniques is desirable for improving the inferior properties of RA. While building waste has been utilized as a substitute for fine and coarse aggregate, prior research has demonstrated that a modified mixing approach, an adequate mixing proportion, and the optimum replacement of cementitious materials are necessary. Based on the review, the recommendation is to use RA at a replacement level of up to 30% and the addition of precoated and pozzolanic materials as a treatment to provide concrete with adequate workability, strength, and durability for structural applications.

Funder

Anna University, India

Universidad de Concepción, Concepción, Chile

Pontificia Universidad Católica de Chile

Vicuña Mackenna

Dirección de Investigación de la Universidad Católica de la Santísima Concepción, Concepción, Chile

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

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