| Issue |
E3S Web Conf.
Volume 662, 2025
IGS - 4th Technical Workshop on Soil Reinforcement (TCR): Reinforcement and Drainage in Soil Structures 2024
|
|
|---|---|---|
| Article Number | 05001 | |
| Number of page(s) | 5 | |
| Section | Climate Impact and Sustainability Aspects | |
| DOI | https://doi.org/10.1051/e3sconf/202566205001 | |
| Published online | 14 November 2025 | |
Recycled construction and demolition aggregates as alternative fill materials for geosynthetic-reinforced systems
1 GEOBIOTEC, Department of Geosciences, University of Aveiro, Santiago Campus, 3810-193 Aveiro, Portugal; E-mail: fbf@ua.pt, web page
2 CONSTRUCT, Faculty of Engineering, University of Porto, R. Dr. Roberto Frias, 4200-465 Porto, Portugal; E-mail: cvieira@fe.up.pt, lcosta@fe.up.pt, web page
3 Domingos da Silva Teixeira S.A., 4711-911 Braga, Portugal E-mail: pedromiguel.pereira@dstsgps.com, web page
4 Polytechnic Institute of Porto, School of Engineering, 4249-015 Porto, Portugal E-mail: 1161567@isep.ipp.pt, cpl@isep.ipp.pt, web page
The reuse and recycling of construction and demolition (C&D) waste materials have become essential as the construction sector strives to reduce its carbon footprint and contribute towards environmental preservation. In addition, the benefits of incorporating geosynthetics in geo-infrastructure design have driven significant research efforts to evaluate their behaviour when combined with unconventional fill materials. In this context, a comprehensive research study has been conducted at the University of Porto to explore the potential use of recycled C&D aggregates as alternative fill materials in the construction of geosynthetic-reinforced transport infrastructure systems. Extensive laboratory tests were initially performed to evaluate the geotechnical and geoenvironmental properties of various recycled C&D materials and to assess the feasibility of their use in transport infrastructure applications, such as embankments and capping layers. Large-scale direct shear tests were then conducted to analyse the interface shear response between recycled C&D aggregates and geosynthetics under both static and cyclic normal loading. The geosynthetic mechanical damage induced by a standard aggregate and recycled C&D materials under repeated loading was also investigated. This paper outlines the aforementioned research and some relevant outcomes, with the overall aim of promoting the adoption of ecological practices in infrastructure design and construction, in line with the 2030 Agenda for Sustainable Development.
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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