The UK’s ageing railway transportation network is increasingly at risk of substructure failure, often caused by malfunctioning buried drainage systems. These drainage issues lead to localised soil weaknesses in the substructure layers, which, if undetected, can result in costly maintenance interventions or, worse, catastrophic system failure. Regular non-destructive test (NDT) assessments are essential for monitoring the condition of the substructure, yet current interpretation techniques for NDT data provide limited insight into the size, location and even the presence of weakened zones. This results in an incomplete understanding of the substructure's condition, impeding effective maintenance planning. A novel hybrid back-analysis technique to detect weakened zones in railway substructures caused by drainage malfunctions is proposed, addressing a critical gap in existing solutions. The method employs an artificial neural network surrogate model, trained on virtual experimental data generated through finite-element simulations, and couples it with a genetic algorithm to optimise the match between modelled and measured deflections. This novel method is computationally efficient, independent of seed modulus values and thoroughly validated for accuracy. It delivers a precise understanding of soil weaknesses in railway substructures, transforming maintenance strategies by improving safety, reducing costs and promoting infrastructure sustainability.
Article navigation
1 September 2025
Research Article|
December 05 2024
A hybrid artificial neural network–genetic algorithm back-analysis technique for local anomaly detection in railway track substructure Available to Purchase
Shadi Fathi
;
Shadi Fathi
School of the Environment,
Coventry University
, Coventry, UK
Search for other works by this author on:
Moura Mehravar
;
School of Engineering, Department of Civil Engineering,
University of Birmingham
, Birmingham, UK
Corresponding author Moura Mehravar (m.mehravar@bham.ac.uk)
Search for other works by this author on:
Mujib Rahman
Mujib Rahman
Department of Civil Engineering,
Aston University
, Birmingham, UK
Search for other works by this author on:
Corresponding author Moura Mehravar (m.mehravar@bham.ac.uk)
Publisher: Emerald Publishing
Received:
June 20 2024
Accepted:
November 09 2024
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2025 Emerald Publishing Limited: All rights reserved
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Transport (2025) 178 (6): 375–392.
Article history
Received:
June 20 2024
Accepted:
November 09 2024
Citation
Fathi S, Mehravar M, Rahman M (2025), "A hybrid artificial neural network–genetic algorithm back-analysis technique for local anomaly detection in railway track substructure". Proceedings of the Institution of Civil Engineers - Transport, Vol. 178 No. 6 pp. 375–392, doi: https://doi.org/10.1680/jtran.23.00066
Download citation file:
Suggested Reading
GIS and BIM integration for assessing and maintaining existing buildings: a review
Proceedings of the Institution of Civil Engineers - Forensic Engineering (July,2025)
Mix design, optimisation and performance evaluation of three-dimensional printable concrete
Proceedings of the Institution of Civil Engineers - Construction Materials (September,2024)
Effect of sand gradations on the fresh properties of 3D printable concrete
Magazine of Concrete Research (April,2024)
Mixing approach for 3D printable concrete: method of optimisation of superplasticiser dosage
Magazine of Concrete Research (February,2024)
Pavement surface distress evaluation using a terrestrial laser scanner
Infrastructure Asset Management (May,2023)
Related Chapters
Acoustic emission monitoring applications for Civil structures
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
Sustainability and Climate Change
Water Supply and Distribution Systems
STRUCTURAL CHALLENGE OF HISTORIC STRUCTURES A CASE STUDY ON RENEWING THE REICHSTAGS BUILDING FOR GERMAN PARLIAMENT IN BERLIN
Challenges of Concrete Construction: Volume 3, Repair, Rejuvenation and Enhancement of Concrete: Proceedings of the International Seminar held at the University of Dundee, Scotland, UK on 5–6 September 2002
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
