Understanding track geometry deterioration decisively influences the planning and optimisation of track maintenance and renewal works and consequently the substantial related costs (savings) each year of every railway. To understand this deterioration it must be accurately modelled, paving the way towards its forecasting into the future. The main aim of the present study was to model railway track geometry deterioration using multivariate statistical analysis of the variables involved and to predict the future behaviour of the track geometry deterioration. For this purpose, a track section of about 180 km in length was selected as the base for the model and divided into analytical segments of as uniform characteristics as possible using a special segmentation algorithm. The lengths of the individual analytical segments were not identical, but were also kept as close to uniform as possible. For each analytical segment, the following general information was collected: track structure, traffic characteristics, track layout, environmental factors, track geometry measurements records and maintenance and renewal history data. Consequently, multivariate statistical analysis was performed on the main track geometry parameters: twist, level, alignment, gauge and cant. The coefficients of the independent variables involved in track geometry were found for each parameter in order to predict future behaviour for the purposes of efficient maintenance and renewal management.
Article navigation
May 2011
Research Article|
May 01 2011
Modelling railway track geometry deterioration Available to Purchase
Hakan Guler, MSc, PhD;
Hakan Guler, MSc, PhD
Assistant Professor
Department of Civil Engineering, University of Sakarya, Esentepe/Sakarya, Turkey
Search for other works by this author on:
Stanislav Jovanovic, MSc;
Stanislav Jovanovic, MSc
Senior Advisor
Mer Mec Group, Monopoli, Italy
Search for other works by this author on:
Gungor Evren, MSc, PhD
Gungor Evren, MSc, PhD
Professor
Department of Civil Engineering, University of Okan, Tuzla/Istanbul, Turkey
Search for other works by this author on:
Publisher: Emerald Publishing
Revision Received:
October 16 2009
Accepted:
May 24 2010
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2011
Proceedings of the Institution of Civil Engineers - Transport (2011) 164 (2): 65–75.
Article history
Revision Received:
October 16 2009
Accepted:
May 24 2010
Citation
Guler H, Jovanovic S, Evren G (2011), "Modelling railway track geometry deterioration". Proceedings of the Institution of Civil Engineers - Transport, Vol. 164 No. 2 pp. 65–75, doi: https://doi.org/10.1680/tran.2011.164.2.65
Download citation file:
Suggested Reading
Air link: building London's elevated light-rail extension
Proceedings of the Institution of Civil Engineers - Civil Engineering (May,2008)
Railway track performance study using a new testing facility
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (October,2012)
The Madrid—Seville line experience
Proceedings of the Institution of Civil Engineers - Transport (August,2006)
New trackbed investigation techniques
Proceedings of the Institution of Civil Engineers - Transport (November,2001)
Design of railway bridges considering life-cycle assessment
Proceedings of the Institution of Civil Engineers - Bridge Engineering (July,2013)
Related Chapters
On horizontal variability in lime-cement columns in deep mixing
Risk and Variability in Geotechnical Engineering
Partial factors calibration based on reliability analyses for square footings on granular soils
Risk and Variability in Geotechnical Engineering
Reliability-based design applied to retaining walls
Risk and Variability in Geotechnical Engineering
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
