An analytical model for train-induced ground vibrations from railways

Abstract

To investigate ground vibrations from railways an analytical approach is taken. The ground is modelled as a stratified half-space with linearly viscoelastic layers. On top of the ground a rectangular embankment is placed, supporting the rails and the sleepers. The rails are modelled as Euler–Bernoulli beams where the propagating forces (wheel loads) are acting and the sleepers are modelled with an anisotropic Kirchhoff plate. The solution is based on Fourier transforms in time and along the track. In the transverse direction the fields in the embankment are developed in Fourier series and in the half-space with Fourier transforms. The resulting numerical scheme is very efficient, permitting displacement fields far outside the track to be calculated. Numerical examples are given for an X2 train that operates at the site Ledsgard in Sweden. The displacements are simulated at 70 and 200 km/h and are compared with the displacements from simpler models. The simulations are also validated against measurements, with very good agreement. At 70 km/h the track displacements agree almost exactly and at 200 km/h the displacements are a very good approximation of the measurement.