The dynamic compliance of the railway track is the central part in the vehicle-track interaction and the excitation of ground vibration. The track-soil interaction is calculated by the integral transform method (ITM) for infinite track-beams on the soil or by the combined finite-element boundary-element method (FEBEM) for detailed 3-dimensional track models. The finite element model of the track can include the ballast as continuum elements, what is necessary for the investigation of under ballast mats, or the ballast can be treated in a simpler way as an additional soil layer.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    The Influence of the Soil on Track Dynamics and Ground-Borne Vibration




    Publication date :

    2008-01-01


    Size :

    7 pages





    Type of media :

    Article/Chapter (Book)


    Type of material :

    Electronic Resource


    Language :

    English




    The Influence of the Soil on Track Dynamics and Ground-Borne Vibration

    Auersch, L. | British Library Conference Proceedings | 2008




    Wool cuts ground-borne vibration

    British Library Online Contents | 1997


    Wool cuts ground-borne vibration

    Online Contents | 1997