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The document presents a theoretical investigation of deflections in slab track, specifically the Rheda 2000 type used in high-speed lines in Greece. It compares the behavior of Rheda 2000 slab track to Rheda Sengeberg track used elsewhere. The analysis considers the effect of subgrade stiffness variation on total track stiffness and resulting deflections. Measured deflections from Rheda Sengeberg tracks in Germany are simulated using the theoretical method. Conclusions relate subgrade stiffness variation to

Author

nyesek

Language

EN