Developments, challenges, and perspectives of railway inspection robots

G Jing, X Qin, H Wang, C Deng - Automation in construction, 2022 - Elsevier
Railway inspection robots have been developed and used to gradually replace human
inspectors in recent years. This paper reviews the recent developments on railway …

Improved methods to prevent railway embankment failure and subgrade degradation: A review

MJ Roshan, ASA Rashid, NA Wahab… - Transportation …, 2022 - Elsevier
Railway transportation is one of the most advantageous modes of transportation because of
its high capacity, which obviates the increasing demand for conveying passengers and …

Mechanism of sleeper–ballast dynamic impact and residual settlements accumulation in zones with unsupported sleepers

M Sysyn, M Przybylowicz, O Nabochenko, J Liu - Sustainability, 2021 - mdpi.com
Unsupported sleepers or void zones in ballasted tracks are one of the most recent and
frequent track failures. The void failures have the property of intensive development that …

Improved performance of ballasted tracks at transition zones: A review of experimental and modelling approaches

B Indraratna, MB Sajjad, T Ngo, AG Correia… - Transportation …, 2019 - Elsevier
Track transitions such as bridge approaches, road crossings and shifts from slab track to
ballasted track are common locations where track degradation accelerates due to dynamic …

Identification of sleeper support conditions using mechanical model supported data-driven approach

M Sysyn, M Przybylowicz, O Nabochenko, L Kou - Sensors, 2021 - mdpi.com
The ballasted track superstructure is characterized by a relative quick deterioration of track
geometry due to ballast settlements and the accumulation of sleeper voids. The track zones …

Dynamic behaviour of the track in transitions zones considering the differential settlement

H Wang, V Markine - Journal of Sound and Vibration, 2019 - Elsevier
Transition zones in railway tracks are the locations with considerable changes in supporting
structures. Because of the difference in the structures or material properties, the differential …

[HTML][HTML] Towards real-time condition monitoring of a transition zone in a railway structure using fibre Bragg grating sensors

K Nasrollahi, J Dijkstra, JCO Nielsen - Transportation Geotechnics, 2024 - Elsevier
Differential settlement of ballast and subgrade is a common issue in ballasted railway tracks.
In transition zones between two different track forms, such as between a ballasted track and …

[HTML][HTML] Study of loaded versus unloaded measurements in railway track inspection

H Wang, J Berkers, N van den Hurk, NF Layegh - Measurement, 2021 - Elsevier
To ensure railway operations safe, track geometry parameters, eg, track gauge, are usually
inspected using track geometry cars. The measurement frequency of track geometry cars is …

[HTML][HTML] Optimal design of rail level crossings and associated transition zones using adaptive surrogate-assisted optimization

Y Shang, M Nogal, R Teixeira, ARRM Wolfert - Engineering Structures, 2023 - Elsevier
Transition zones such as level crossing and bridge approaches are critical links in railway
networks due to higher degradation rates and maintenance needs. In this context …

[HTML][HTML] Performance evaluation of rail trackbed stiffness: pre and post stabilisation

K Faizi, P Beetham, R Kromanis - Construction and Building Materials, 2023 - Elsevier
Excessive deflection of a rail in response to axle loading can lead to discomfort for
passengers and increased wear of both railway structures and trains. These oscillations are …