Abstract:
The stress dependent behaviour of the unbound granular materials that carry the track,
and the voids that may occur between the base of the sleepers and the ballast, are
the important factors for non-linear track behaviour. On transition zones, where the
track stiffness may rapidly vary and often differential settlements take place between
the stiff structure and the approach section of the track, these aspects are of particular
relevance. Despite the non-linear constitutive behaviour of unbound aggregates, it is
still common practice to consider the linear elastic behaviour for these materials in
the design of transportation infrastructure. The present study focuses on the imple-
mentation of these non-linear aspects in a finite element algorithm for the dynamic
simulation of railway tracks. Linear and nonlinear constitutive laws are used to re-
produce the behaviour of unbound aggregates that comprise the trackbed. Stress and
deformation results are presented and discussed for both linear and non-linear scenar-
ios. The results show that the consideration of these non-linear aspects is relevant for
the modelling of railway transitions.
