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Track Bed Total Route Evaluation for Track Renewals & Asset Management “A Network Rail Perspective”



Author(s)

Peter Musgrave

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DOI:10.17265/2328-2142/2024.05.004

Network Rail, The Quadrant, Elder Gate, Milton Keynes MK9 1EN, United Kingdom

Over the last 10 years there have been significant developments and improvements in the understanding of railway track bed in the UK and its relationship and impact on track quality, ballast life and maintenance following track renewals. This paper aims to describe the process adopted by Network Rail for track bed investigation and design which offers Network Rail optimum design solutions and value for money from an investigation and construction perspective, balancing design with possession availability to maximise construction output. It also describes innovative investigation and construction techniques that have been developed over the last 5 years maximising the use of rail mounted asset condition data collection systems which run at line speed, allowing targeted investigations and in some case removing the requirements for physical site investigation. It also allows Network Rail to predict sections of track bed which may be affected by line speed increases which would cause the track bed to fail prematurely or, retain its ability to maintain good track geometry post line speed increase. These problems can manifest themselves as stiffness related problems such as critical velocity issues (surface wave velocity, Rayleigh Wave velocity) or, sub-grade erosion resulting in high rates of deterioration in the vertical track geometry. The paper also describes the development and installation process for Enhanced Axial Micropiles to address stiffness related track bed problems whilst leaving the track in-situ a technique which is new to the UK railways.

Track bed, data analysis, route evaluation, asset management, track bed piling and design.

Journal of Traffic and Transportation Engineering 12 (2024) 238-247 doi: 10.17265/2328-2142/2024.05.004