Accelerated Testing of Geosynthetics in Trackbed

Accelerated Testing of Geosynthetics in Trackbed
Address: Geofabrics Limited, Skelton Grange Rd, Stourton, Leeds, LS10 1RZ Phone: +44 (0) 113 202 5678 Connect: Website: View website Contact: Contact supplier View: View supplier Download: Download

Geofabrics

Accelerated Testing of Geosynthetics in Trackbed Using Europe’s Largest Full Scale Rail Rig

Abstract

This paper describes the construction of a full scale trackbed load test facility which simulates the harshest conditions under which a geosynthetic layer is likely to be used. A background to the use of geosynthetics as separators between ballast and formation in the UK is given, together with a discussion of the scope for further development. The initial test schedule is described, which confirms that the loading conditions are representative of those experienced in typical main line traffic, followed by a summary of early tests on geotextiles in common use to assess their resistance to abrasion damage.

Introduction

The use of geosynthetic products in the UK as separators between ballast and formation has developed gradually since the introduction of the first geotextiles in the 1970’s. After many years of experience the use of geosynthetics on the UK rail network has been standardised. This approach is necessarily conservative, since the cost of formation failure is high. While the incidence of failure is minimised, standardisation does not exploit the full potential of geosynthetics; neither does it encourage innovation. In the past various innovative products have been proposed, but difficulties have been experienced in taking them forward to the stage where there was sufficient confidence to undertake site trials. One of the main obstacles was the lack of suitable test facilities that would replicate the harsh environment encountered beneath a main line railway, which made it difficult to evaluate new products.

In 2001 a full scale trackbed test facility was constructed at Liversedge in order to undertake accelerated testing of geosynthetics under realistic loading conditions. The facility was supported by the DTI and a consortium that included leading rail maintenance contractors, industry suppliers and academics.

After the initial test programme was completed, confirming that conditions in the rig simulated those encountered under main line conditions, formation conditions in the rig have been adapted to simulate the harshest conditions under which a geotextile would ever be expected to survive. Tests have been completed on three commonly used geotextile separators to assess their resistance to abrasion damage.

>> Read the full paper

www.geofabrics.com

Other Geofabrics Documents

Latest Geofabrics News

Judgement on Patent Infringement

Judgement on Patent Infringement

A statement by Gordon Donald, Managing Director of Geofabrics, regarding the judgement on patent infringement by Fiberweb Geosynthetics Ltd.

Case Study: Diamond Crossing Replacement with TrackTex®

Case Study: Diamond Crossing Replacement with TrackTex®

TrackTex was installed on a frequently trafficked diamond crossing as a long-term effective remedy to frequent fouling caused by mud-pumping.

Case Study: Mainline Rehabilitation Using TrackTex

Case Study: Mainline Rehabilitation Using TrackTex

TrackTex anti-pumping geocomposite was an obvious solution to resurfacing issues caused by mud-pumping on a section of mainline track.

Contact Geofabrics

Use the form opposite to get in touch with Geofabrics directly to discuss any requirements you might have.






    We'd love to send you the latest news and information from the world of Railway-News. Please tick the box if you agree to receive them.

    For your peace of mind here is a link to our Privacy Policy.

    By submitting this form, you consent to allow Railway-News to store and process this information.

    Subscribe
    Follow Railway-News on LinkedIn
    Follow Railway-News on Twitter