
6 Articles
Research Articles
An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
and
On determining the undrained bearing capacity coefficients of variation for foundations embedded on spatially variable soil
Deformations and stability of granular soils: Classical triaxial tests and numerical results from an incremental model
and
Determination of the Atterberg Limits of Eemian Gyttja on Samples with Different Composition
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Volume 47 (2025)