Numerical modelling of the reinforcing effect of geosynthetic material used in a ballasted railway tracks

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F10%3A00346289" target="_blank" >RIV/68378297:_____/10:00346289 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Numerical modelling of the reinforcing effect of geosynthetic material used in a ballasted railway tracks
Original language description
This article deals with finite-element (FE) modelling of the reinforcing effect of the geosynthetic material used in the construction of a ballasted track. Various different designs of geosynthetic material are studied and their reinforcing effects are evaluated in terms of the total settlement reduction. Three-dimensional FE models of the reinforced railway superstructure are compared to a reference FE model with no reinforcement. Each geosynthetic material is mod- elled respecting its material properties, and the interaction with the ballast material is simulated according to its primary function.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
Proceedings of the Institution of Mechanical Engineers Part F-Journal of Rail and Rapid Transit
ISSN
0954-4097
e-ISSN
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Volume of the periodical
224
Issue of the periodical within the volume
4
Country of publishing house
GB - UNITED KINGDOM
Number of pages
9
Pages from-to
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UT code for WoS article
000280565100004
EID of the result in the Scopus database
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