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Behaviour of geogrid-recycled construction and demolition waste interfaces in direct shear mode

Title
Behaviour of geogrid-recycled construction and demolition waste interfaces in direct shear mode
Type
Article in International Conference Proceedings Book
Year
2014
Authors
Paulo Pereira
(Author)
FEUP
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Maria de Lurdes Lopes
(Author)
FEUP
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Conference proceedings International
Pages: 1-8
10th International Conference on Geosynthetics, ICG 2014
21 September 2014 through 25 September 2014
Indexing
Publicação em ISI Web of Knowledge ISI Web of Knowledge
Scientific classification
FOS: Engineering and technology > Civil engineering
CORDIS: Technological sciences > Engineering > Civil engineering
Other information
Authenticus ID: P-00G-1GD
Resumo (PT):
Abstract (EN): Over the last years the environmental sustainability has been demanding a progressive increase in the waste recycling in general and in the waste valorisation in construction industry, in particular. Some studies and applications of recycled construction and demolition wastes (C&DW) have been performed mainly related to the production of aggregates for use in concrete and in base layers of transport infrastructures. As regards the application of C&DW in geotechnical works, it has been verified that the valorisation is performed mainly in road construction, particularly in base and sub-base layers of the infrastructures. This paper presents preliminary results of physical, mechanical and environmental characterization of a recycled C&DW, as well as, the direct shear behaviour of recycled C&DW/geogrid interfaces. The results have evidenced that the C&DW, properly selected and compacted, exhibit similar shear strength to natural soils. The environmental characterization has not revealed any environmental concern. High values of the friction ratio were achieved, which supports the possibility of the use of these materials in geosynthetic reinforced structures. Nevertheless, this study is under development and further research is needed.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 8
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