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Title:Increasing the confinement in railway track ballast layers
Authors:ID Lenart, Stanislav (Author)
ID Karumanchi, Siva Ram (Author)
Files:.pdf PDF - Presentation file, download (576,67 KB)
MD5: 0DF6B49DBF54DB505B08081AA3E67853
 
URL URL - Source URL, visit http://dx.doi.org/10.53243/ECPMG2024-70
 
Language:English
Typology:1.08 - Published Scientific Conference Contribution
Organization:Logo ZAG - Slovenian National Building and Civil Engineering Institute
Abstract:Insufficient effective confining pressure within the ballast layer can lead to the permanent rotation of grains, causing increased wear and abrasion. Augmenting confinement may not only mitigate ballast degradation but also enhance the overall performance of the track. The increased confining pressure causes the increase of ballasted track stiffness and reduction of resilient and permanent deformation. This paper outlines developing a cost-effective ballast wall arrangement (BWA) to boost ballast layer confinement without disrupting maintenance procedures. It involves incorporating specific secondary raw material elements along the track shoulder, combined with a horizontal geosynthetic reinforcing layer at the base of the ballast layer. These shoulder elements not only impact the track's geometry but also facilitate a reduction in required ballast volume. The efficacy of the ballast confinement mechanism has undergone small-scale testing to prove the concept of reinforcement. Numerical modeling has been developed, which plays a crucial role in supporting the optimal design of this solution.
Keywords:ballast, railway track, geosynthetics, confining pressure, small-scale test
Publication status:Published
Publication version:Version of Record
Publication date:01.10.2024
Publisher:International Society for Soil Mechanics and Geotechnical Engineering
Year of publishing:2024
Number of pages:Str. 1-8
PID:20.500.12556/DiRROS-21382 New window
UDC:620.1/.2
DOI:10.53243/ECPMG2024-70 New window
COBISS.SI-ID:223064835 New window
Copyright:© 2024 the Authors
Publication date in DiRROS:30.01.2025
Views:611
Downloads:348
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Record is a part of a monograph

Title:5th European Conference on Physical Modelling in Geotechnics (ECPMG2024) : 02-10-2024 to 04-10-2024, Delft, The Netherlands
Editors:Cabrera Miguel Angel
Place of publishing:London
Publisher:International Society for Soil Mechanics and Geotechnical Engineering
Year of publishing:2024
COBISS.SI-ID:223037187 New window

Document is financed by a project

Funder:EC - European Commission
Funding programme:HE
Project number:101103698
Name:Lowering transport envIronmentAl Impact along the whole life cycle of the future tranSpOrt iNfrastructure
Acronym:LIAISON

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2-0273
Name:Gradbeni objekti in materiali

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:Z1-1858
Name:Recikliranje odpadne titanove sadre v cementnih kompozitih

Secondary language

Language:Slovenian
Keywords:balast, železniški tir, geosintetika, omejevalni tlak, test majhnega obsega


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