Ballast vibration makes new designs for high speed lines advisable

Last updated on 27 September 2013 3:02
Railway infrastructure and superstructure dimensions were for a long time designed on the basis of the static action transmitted from vehicles to the track. The speed factor was taken into account by introducing a stress expansion coefficient obtained from statistical processing of results measured on numerous tracks and with different...
Author(s): L?pez Pita Andr?s
2001
United States
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