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- W634671816 abstract "Around 40 million tyres (450,000 tonnes) are scraped in the UK each year and the EC Landfill Directive banned the disposal of whole tyres in landfill in 2003 and of shredded tyres in 2006. Methods for the potential reuse and recycling of used tyres are gaining increased attention. The compression of around 100 whole tyres into a sub-rectangular block, of tyre bale, of approximate dimensions 1.3m by 1.55m by 0.8m produces a construction material suitable for many geotechnical engineering applications. The completed bales have a mass of around 800 kg and a density of around 0.5Mg/m(super3), indicating a truly lightweight material. In addition, the bales both have a high internal friction angle of around 35degrees and are free-draining, with a permeability broadly corresponding to that of coarse gravel, and have a high porosity of around 62%. The low density, high permeability and high friction of tyre bales are favourable for many types of construction and they are likely to play an increasing part in future construction works. In addition, baling is a low energy process, in contrast to many approaches to recycling tyres which use much greater amounts of energy. Construction applications for tyre bales described in this paper include road foundations over soft ground, slope failure remediation, lightweight embankment fill and drainage layers," @default.
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- W634671816 date "2007-01-01" @default.
- W634671816 modified "2023-09-27" @default.
- W634671816 title "Tyre bale applications in geotechnical engineering" @default.
- W634671816 hasPublicationYear "2007" @default.
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