Nonlinearities in the track system are important and sometimes necessary to be taken into consideration in the study of the train-track interaction and its relevant issues, especially when resilient materials are employed. In the present work, static and dynamic characterisations of an embedded rail system (ERS) were performed through laboratory tests. The dynamic behaviour of the ERS varies considerably with the test conditions. The collected data are then used to develop a nonlinear rheological model of unit length of the ERS. The identified model is in good agreement with the experimental data and reproduces effectively the dynamic behaviour of the ERS. The identified nonlinear model is then integrated with a 2D track model for the simul...