1. Recycled Aggregates from Construction and Demolition Waste in the Manufacture of Urban Pavements
- Author
-
Juan Pedro Bolívar, Manuel Contreras-Llanes, Maximina Romero, Manuel Gázquez, Ministerio de Economía y Competitividad (España), and Física Aplicada
- Subjects
Technology ,Absorption of water ,eco-efficient materials ,Reuse ,environmental impact ,Article ,Flexural strength ,Precast concrete ,Ultimate tensile strength ,General Materials Science ,Porosity ,Microscopy ,QC120-168.85 ,Waste management ,QH201-278.5 ,Engineering (General). Civil engineering (General) ,TK1-9971 ,urban pavements ,recycled mixed aggregates ,Compressive strength ,Descriptive and experimental mechanics ,Demolition waste ,Environmental science ,Electrical engineering. Electronics. Nuclear engineering ,TA1-2040 ,treatments improvement ,construction and demolition waste - Abstract
Construction and Demolition Waste (CDW) is among the largest waste streams in the world. Therefore, within the Circular Economy concept, there is a growing interest in its reuse. The purpose of this work was to study the use of recycled aggregates (RAs) obtained by a specific separation method from CDW, replacing natural aggregates (NAs) in the manufacture of precast concrete elements, such as kerbstones and paver blocks. The physical and technological properties of precast products formulated with RAs were analysed in accordance with current regulations, comparing them with those of commercial products manufactured with NAs. The results indicated that partial or total substitution of NAs by RAs increased the water absorption and apparent porosity values of the precast elements while reducing the bulk density and compressive strength. However, all units manufactured with RAs showed breaking load values higher than the minimum required by EN 1338 and, in some cases, slightly higher average tensile strength values than the reference material. In addition, some of the compositions including RAs gave rise to pieces that, according to their flexural strength, were classified as class 1 and marked S in accordance with EN 1340. According to abrasion resistance, in most cases, the precast elements are classified as Class 4 and I (& LE;20 mm). Finally, precast concrete produced from RAs satisfies the tolerance requirements for classification as class 3 (& LE;1.5 kg m(-2)). Therefore, it could be suitable for use in high pedestrian or traffic areas., This research was partially supported by the Centre for the Development of Industrial Technology (CDTI) to the Spanish Ministry of Economy, Industry and Competitiveness (MINECO), by the project "Eco-efficient concrete urban paving from mixed recycled aggregates obtained from CDW" (Ref.: IDI-20180931). This research has been partially supported by RENSMA (Research Centre for Natural Resources, Health and Environment), University of Huelva, Spain.
- Published
- 2021