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What is Impact of Tamping on Rail Support Modulus about?

This study investigates the effects of tamping and dynamic track stabilization on the rail support modulus of ballasted railway tracks. Field tests conducted at Karaj station in Iran revealed a 75.5% reduction in rail support modulus after tamping, followed by a 35.8% increase after stabilization. The findings highlight the importance of maintenance operations in ensuring the safety and performance of railway tracks.

Author

Paulo Moraes

Language

EN