With the rapid development of the construction of rail transport
the vibration caused by the operation of rail transport is causing an increasingly concern. In order to study the characteristics of ground vibration load and its law of propagation
we set the rails
sleepers
ballast bed and roadbed above the ground as a whole according to the structure of the train and characteristics of the structure of ballast bed
and build a two-line spring model consisting of a car-bogies-ballast bed structures to calculate the ground vibration load. By analyzing the test data about the velocity of ground vibration and the vibration of the train itself
we can get the number expressions of the ground vibration load by using fast Fourier transform (FFT) program to analyze the ground vibration load data for Fourier transform.