Discrete elements method to model ballast behaviour under railway turnouts
Author:
Affiliation:
1. Department of Transport Engineering and Infrastructure, Universitat Politècnica de València, Valencia, Spain
Funder
Spanish Ministry of Science and Innovation
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/23311916.2024.2396147
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3. Mesoscale mechanism of asphalt track bed in reducing cyclic settlement of ballast layer under high-speed train traffic loads;Bian X.;J Transp Eng Part B Pavements,,2023
4. Implementation of a viscoelastic boundary condition to Yade – open source DEM software;Brzeziński K.;J Theor Appl Mech,,2023
5. Stress-dilatancy behaviour of fouled ballast: experiments and DEM modelling
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