Rail infrastructure companies spend a substantial proportion of their operating budget on track maintenance and renewal. This could be reduced by extending the life and/or the maintenance interval of ballasted track and minimizing service disruption. A possible means to achieve this is with a fibre-reinforced ballast. Fibre-reinforced ballast is created by randomly introducing fibres to the granular matrix. If appropriately sized, these fibres may be held between grains and develop tensions that increase the effective confining pressure on the assembly. Previous laboratory research has shown that the addition of specific types, quantities and dimensions of fibres can increase the peak strength and reduce settlements of railway ballast. Based on laboratory test results, a field trial has been carried out at a site on a UK mass transit railway. The site was due for trackbed renewal which offered the opportunity to reinforce the replacement ballast with fibres consisting of polyethylene strips 300 mm × 25 mm × 0.5 mm at a concentration of 670 fibres per tonne of a standard ballast gradation. At the trial site, fibre-reinforced ballast was placed along a 48 m length. A further length was renewed with unreinforced ballast as a control. Following the installation, measurements of dynamic track movements as trains pass using a high-speed camera and digital image correlation were carried out on two visits. This paper presents an evaluation of the post-installation monitoring data. Results confirm that the fibre-reinforced ballast performs at least as well as the control section of track.
Field Scale Trial of Fibre-Reinforced Ballast / Watson, G.; Ferro, E.; Le Pen, L.; Milne, D.; White, T. R.; Powrie, W.. - ELETTRONICO. - 164:(2022), pp. 503-513. (Intervento presentato al convegno 4th International Conference on Transportation Geotechnics, ICTG 2021 tenutosi a Chicago, USA nel 2021) [10.1007/978-3-030-77230-7_38].
Field Scale Trial of Fibre-Reinforced Ballast
Ferro E.;
2022-01-01
Abstract
Rail infrastructure companies spend a substantial proportion of their operating budget on track maintenance and renewal. This could be reduced by extending the life and/or the maintenance interval of ballasted track and minimizing service disruption. A possible means to achieve this is with a fibre-reinforced ballast. Fibre-reinforced ballast is created by randomly introducing fibres to the granular matrix. If appropriately sized, these fibres may be held between grains and develop tensions that increase the effective confining pressure on the assembly. Previous laboratory research has shown that the addition of specific types, quantities and dimensions of fibres can increase the peak strength and reduce settlements of railway ballast. Based on laboratory test results, a field trial has been carried out at a site on a UK mass transit railway. The site was due for trackbed renewal which offered the opportunity to reinforce the replacement ballast with fibres consisting of polyethylene strips 300 mm × 25 mm × 0.5 mm at a concentration of 670 fibres per tonne of a standard ballast gradation. At the trial site, fibre-reinforced ballast was placed along a 48 m length. A further length was renewed with unreinforced ballast as a control. Following the installation, measurements of dynamic track movements as trains pass using a high-speed camera and digital image correlation were carried out on two visits. This paper presents an evaluation of the post-installation monitoring data. Results confirm that the fibre-reinforced ballast performs at least as well as the control section of track.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione
