A Comprehensive Review on Recycling of Construction Demolition Waste in Concrete
Herbert Sinduja Joseph (),
Thamilselvi Pachiappan,
Siva Avudaiappan,
Nelson Maureira-Carsalade,
Ángel Roco-Videla (),
Pablo Guindos and
Pablo F. Parra
Additional contact information
Herbert Sinduja Joseph: Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600025, India
Thamilselvi Pachiappan: Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600025, India
Siva Avudaiappan: Departamento de Ingeniería Civil, Universidad de Concepción, Concepción 4070386, Chile
Nelson Maureira-Carsalade: Departamento de Ingeniería Civil, Universidad Católica de la Santísima Concepción, Concepción 4090541, Chile
Ángel Roco-Videla: Facultad de Salud y Ciencias Sociales, Universidad de las Américas, Providencia, Santiago 7500975, Chile
Pablo Guindos: Centro Nacional de Excelencia para la Industria de la Madera (CENAMAD), Pontificia Universidad Católica de Chile, Av. Vicuña Mackenna 4860, Santiago 7820436, Chile
Pablo F. Parra: Faculty of Engineering and Sciences, Universidad Adolfo Ibáñez, Santiago 7941169, Chile
Sustainability, 2023, vol. 15, issue 6, 1-27
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.
Keywords: cementitious materials; construction and demolition waste; fresh and hardened properties; recycled aggregate; sustainability (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2023
References: View references in EconPapers View complete reference list from CitEc
Citations: View citations in EconPapers (5)
Downloads: (external link)
https://www.mdpi.com/2071-1050/15/6/4932/pdf (application/pdf)
https://www.mdpi.com/2071-1050/15/6/4932/ (text/html)
Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.
Export reference: BibTeX
RIS (EndNote, ProCite, RefMan)
HTML/Text
Persistent link: https://EconPapers.repec.org/RePEc:gam:jsusta:v:15:y:2023:i:6:p:4932-:d:1093019
Access Statistics for this article
Sustainability is currently edited by Ms. Alexandra Wu
More articles in Sustainability from MDPI
Bibliographic data for series maintained by MDPI Indexing Manager ().