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A track model based upon considerations of dynamic ballast properties (TM-TS-035)
Last updated on 02 August 2013 3:15
Various dynamic track models have been employed to calculate dynamic forces. In all instances these models have used empirical values of stiffness and damping to represent the ballast beneath the sleeper soffitt. In the present study, a track model is established which is based upon fundamental ballast properties in conjunction...
Author(s):
Lyon D.
Organisation(s):
British Rail Research ;
1974
United Kingdom
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