Modelling of continuous and discontinuous floating slab tracks in a tunnel using a periodic approach

This paper presents a periodic approach to couple a track and a tunnel–soil system of different periodicity. The periodicity of the track and the tunnel–soil system is exploited using the Floquet transform to efficiently formulate the problem in the frequency–wavenumber domain as well as to limit the discretization effort to a reference cell. The track and the tunnel–soil system are modelled as two separate systems of different periodicity and are coupled in the frequency–wavenumber domain. A coupled periodic finite element–boundary element method is used to model the tunnel–soil system, while a periodic finite element model or an analytical approach is used to model the track. ral analytical formulation to compute the response of three-dimensional periodic media that are excited by moving loads is discussed. It is shown that the response due to moving loads on the track can be calculated from the transfer function of the track–tunnel–soil system and the axle loads. odology for computing the transfer functions of the coupled track–tunnel–soil system as well as the computation of dynamic forces accounting for the interaction between the moving vehicle and the periodic track are described. The model accounts for quasi-static forces as well as dynamic forces due to parametric excitation and unevenness excitation. thodology has been used to assess the vibration isolation efficiency of continuous and discontinuous floating slab tracks. It is concluded that both continuous and discontinuous floating slab tracks have a similar efficiency in the frequency range well above the isolation frequency of the slabs, which is usually higher than the slab passage frequency. In case of discontinuous slab tracks, the parametric excitation is found to be important, which results in a poorer performance of the track at low frequencies.