Beam on elastic foundation theory is widely employed when studying railway track
behaviour, for applications such as track dynamics, and noise and vibration. At a basic level …

With the rapid development of underground railways in urban areas, ground-borne
vibrations caused by underground trains have become a great concern in the environmental …

A three dimensional numerical model is presented capable of modelling the propagation
and transmission of ground vibration in the vicinity of high speed railways. It is used to …

This paper presents a general 2.5 D coupled finite element–boundary element methodology
for the computation of the dynamic interaction between a layered soil and structures with a …

This paper provides new insights into the characteristics and uncertainties in railway ground-
borne vibration prediction. It analyses over 1500 ground-borne vibration records, at 17 high …

The prediction of ground-borne vibrations induced by underground trains in tunnels is
advantageous for guiding vibration-mitigation designs. The supporting forces of the fastener …

This paper presents an extension of the Pipe-in-Pipe (PiP) model for calculating vibrations
from underground railways that allows for the incorporation of a multi-layered half-space …

High speed railway track and earthwork structures experience varied levels of displacement
amplification depending upon train speed. Protecting against amplified track deflections is …

In this paper, an efficient and robust approach is presented for the prediction of subway train-
induced ground vibrations considering random track unevenness. The proposed approach …

This paper uses a sensitivity analysis to quantify the dominant train properties (mass and
spacing of wheels and bogies) that contribute to ground-borne vibration generation, with the …