Geocellular railway drainage systems: Physical and numerical modelling

Ali Tasalloti,Charles M. Heron,Mir Amid Hashemi,Alec M. Marshall

doi:10.1016/j.trgeo.2019.100299

Ali Tasalloti, Charles M. Heron + Show 2 more

Open Access

https://doi.org/10.1016/j.trgeo.2019.100299

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Abstract

Abstract The importance of resilient railway infrastructure is paramount when considering the increased likelihood of extreme weather and flash flood events in coming years. One of the main causes of instability of railway tracks is excess water in the trackbed, particularly when it is at or above the interface of the ballast and subgrade. Conventional drainage systems are susceptible to clogging and deterioration. Resilient track drainage systems should therefore have sufficient capacity to allow water to dissipate quickly, but they should also be designed to ensure long-term operation with minimal or easily performed maintenance. This paper presents results from an investigation of a potential new railway drainage system using geocellular components. In the paper, the development of a large scale physical model is described which represents a full scale unit cell of a sleeper-to-sleeper track substructure. The physical model includes ballast and subgrade layers, under-track and lateral drainage systems, rainfall simulation, and instrumentation. Results demonstrate the relative hydraulic response of the drainage system with and without the geocellular components. The paper also describes the development of a numerical model of the track subgrade and drainage system, which was first calibrated and verified using experimental data from the physical model, then extended to study the effect of certain parameters on the hydraulic response of the railway track. Results indicate that the under-track geocellular drainage system offers potential benefits in terms of maintaining a lower water table level within the subgrade as well as in aiding the migration of fines out of the ballast.

Highlights

The long-term performance and overall safety of railway infrastructure are critically dependent on the drainage capacity of the track system
An example of the pore pressure transducers (PPTs) response over time is shown in Fig. 7 for test PV-Clean
It should be noted that the PPTs were only able to measure positive pore water pressures, PPTs on the side of the container (PPT 7, 8, 9, and 10) only recorded data once the water table was higher than their elevation

Summary

Introduction

The long-term performance and overall safety of railway infrastructure are critically dependent on the drainage capacity of the track system. The Permavoid units were only placed along half of the subgrade length, their influence on the water table was significant up to the right side boundary of the physical model, which represents the plane of symmetry of a double-track system.

Results

Conclusion