J. Irazábal González, F. Salazar, E. Oñate
The development of high-speed train lines has increased significantly during the last decades leading to more demanding loads in railway infrastructures. Most of these infrastructures were constructed using railway ballast, whose main roles are resisting to vertical and horizontal loads
and facing climate action. Moreover, new challenges are arising in the railway industry, such as the development of high-speed train lines in locations with extreme weather. For these reasons, the implementation of a numerical code able to represent ballast behaviour, including its interaction with other structures, has become very attractive.
Among a wide range of numerical methods, the Discrete Element Method (DEM) was found to be effective for the calculation of engineering problems with granular materials. This approach considers the discontinuous nature of these materials and has proven to be a very useful tool to obtain complete qualitative information on calculations of groups of particles.
The code used in this work is developed within DEMPack, a specific software tool for modelling physical problems using the DEM. The computer program is adapted to meet the needs for representing the behaviour of railway ballast.
Published on 01/01/2018
Licence: CC BY-NC-SA license
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