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Title:Deformation properties and performance evaluation of reused ballast with waste tire-derived aggregates
Authors:ID Lenart, Stanislav (Author)
ID Karumanchi, Siva Ram (Author)
Files:URL URL - Source URL, visit https://www.sciencedirect.com/science/article/pii/S2214391225001059?via%3Dihub
 
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MD5: 5C453FFFFBB12A478D790BE583ED67EF
 
Language:English
Typology:1.01 - Original Scientific Article
Organization:Logo ZAG - Slovenian National Building and Civil Engineering Institute
Abstract:The present study evaluates the shear strength characteristics, deformation properties, and degradation behavior of limestone-based reused ballast (RB) material by mixing crumbs of waste tire-derived aggregates (TDA), focusing on its suitability for railway infrastructure. Conventional large-scale direct shear tests and novel large-scale cyclic simple shear tests were performed to investigate the effects of tire-derived aggregate (TDA) content, with particle sizes varying between 22.4 mm and 50 mm. The results indicate that adding 5 % by the mass of TDA slightly reduced the friction angle from 46.6° to 44.5°, which is not a significant change compared to RB. However, increasing the TDA content to 10 % led to a notable decrease in the friction angle to 41°, highlighting the significant impact of higher TDA content on the shear strength behavior. Further, incorporating 5 % TDA improved the shear modulus and damping ratio relative to RB, which is attributed mainly to the similar larger particle sizes (22.4–50 mm) of TDA. Conversely, at 10 % TDA content, reductions in both shear modulus and damping ratio were observed. The ballast breakage index (BBI), evaluated through cyclic simple shear tests, showed a significant decrease from 15 % for RB to 9.5 % for the ballast sample containing 5 % TDA. Additionally, increased TDA content enhanced material durability, reducing Los Angeles abrasion (LAA) losses from an initial 33.5 to under 30 % at 5 % TDA. These findings demonstrate that incorporating 5 % by mass of TDA into RB material is optimal for enhancing deformation characteristics and reducing ballast degradation while maintaining adequate shear strength. This sustainable approach facilitates the recycling of waste materials, promotes a circular economy, and helps maintain safe and stable railway track conditions.
Keywords:reused ballast, rubber, cyclic simple shear tests, BBI, degradation
Publication status:Published
Publication version:Version of Record
Publication date:16.05.2025
Publisher:Elsevier
Year of publishing:2025
Number of pages:str. 1-19
Numbering:Vol. 52, [article no.] 101586
PID:20.500.12556/DiRROS-22556 New window
UDC:620.1/.2
ISSN on article:2214-3912
DOI:10.1016/j.trgeo.2025.101586 New window
COBISS.SI-ID:237669379 New window
Copyright:© 2025 The Authors
Publication date in DiRROS:04.06.2025
Views:439
Downloads:257
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Record is a part of a journal

Title:Transportation geotechnics
Publisher:Elsevier
ISSN:2214-3912
COBISS.SI-ID:520057625 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

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:ponovno uporabljen balast, guma, ciklični preprosti strižni preskusi, BBI, degradacija


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