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Naslov:Increasing the confinement in railway track ballast layers
Avtorji:ID Lenart, Stanislav (Avtor)
ID Karumanchi, Siva Ram (Avtor)
Datoteke:.pdf PDF - Predstavitvena datoteka, prenos (576,67 KB)
MD5: 0DF6B49DBF54DB505B08081AA3E67853
 
URL URL - Izvorni URL, za dostop obiščite http://dx.doi.org/10.53243/ECPMG2024-70
 
Jezik:Angleški jezik
Tipologija:1.08 - Objavljeni znanstveni prispevek na konferenci
Organizacija:Logo ZAG - Zavod za gradbeništvo Slovenije
Povzetek: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.
Ključne besede:ballast, railway track, geosynthetics, confining pressure, small-scale test
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Datum objave:01.10.2024
Založnik:International Society for Soil Mechanics and Geotechnical Engineering
Leto izida:2024
Št. strani:Str. 1-8
PID:20.500.12556/DiRROS-21382 Novo okno
UDK:620.1/.2
DOI:10.53243/ECPMG2024-70 Novo okno
COBISS.SI-ID:223064835 Novo okno
Avtorske pravice:© 2024 the Authors
Datum objave v DiRROS:30.01.2025
Število ogledov:612
Število prenosov:348
Metapodatki:XML DC-XML DC-RDF
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Gradivo je del monografije

Naslov:5th European Conference on Physical Modelling in Geotechnics (ECPMG2024) : 02-10-2024 to 04-10-2024, Delft, The Netherlands
Uredniki:Cabrera Miguel Angel
Kraj izida:London
Založnik:International Society for Soil Mechanics and Geotechnical Engineering
Leto izida:2024
COBISS.SI-ID:223037187 Novo okno

Gradivo je financirano iz projekta

Financer:EC - European Commission
Program financ.:HE
Številka projekta:101103698
Naslov:Lowering transport envIronmentAl Impact along the whole life cycle of the future tranSpOrt iNfrastructure
Akronim:LIAISON

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:P2-0273
Naslov:Gradbeni objekti in materiali

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:Z1-1858
Naslov:Recikliranje odpadne titanove sadre v cementnih kompozitih

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:balast, železniški tir, geosintetika, omejevalni tlak, test majhnega obsega


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