A review on modelling ground vibrations generated by underground trains

X Sheng - International Journal of Rail Transportation, 2019 - Taylor & Francis
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 frequency-domain formulation for predicting ground-borne vibration induced by underground train on curved track

W Liu, C Li, L Ma, L Du - Journal of Sound and Vibration, 2023 - Elsevier
The vibration caused by underground trains running on a curved track often has a greater
impact on residents, buildings, or sensitive instruments than that of a straight track. A …

Prediction of ground-borne vibration induced by a moving underground train based on excitation experiments

W Liu, Z Wu, C Li, L Xu - Journal of Sound and Vibration, 2022 - Elsevier
The accurate prediction of ground-borne vibration induced by underground trains is needed
to assess the effects of vibration. However, there are inaccuracy and uncertainty for current …

Modelling of vehicle-track related dynamics: a development of multi-finite-element coupling method and multi-time-step solution method

L Xu, Z Li, Y Zhao, Z Yu, K Wang - Vehicle System Dynamics, 2022 - Taylor & Francis
In this paper, modelling methods are developed to achieve dynamics exploration for the
vehicle–track system and its substructures. First, a coupled model, with the satisfaction of …

Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels

X Zhang, S Zhou, C He, H Di, J Si - Transportation Geotechnics, 2021 - Elsevier
This paper presents a field measurement of the train-induced vibration in the northwest
Shanghai, where Shanghai Metro Line 11 crosses under Bei**g-Shanghai Railway. Ground …

The effect of cross-sectional shape on the dynamic response of tunnels under train induced vibration loads

W Yang, C Zhang, D Liu, J Tu, Q Yan, Y Fang… - … and Underground Space …, 2019 - Elsevier
This paper presents an experimental study of the influence of cross-sectional shape on the
dynamic response of a tunnel and the surrounding soil. 1/20 scaled tunnel models with three …

Pore pressure generation in a poro-elastic soil under moving train loads

X Bian, J Hu, D Thompson, W Powrie - Soil Dynamics and Earthquake …, 2019 - Elsevier
During the passage of a train along a railway track, the underlying soil experiences repeated
loading. If the soil is saturated, pore pressures will increase as the load passes, and these …

Modelling of ground vibration from tunnels in a poroelastic half-space using a 2.5-D FE-BE formulation

C He, S Zhou, P Guo, H Di, X Zhang - Tunnelling and Underground Space …, 2018 - Elsevier
This paper presents an improved two-and-a-half-dimensional (2.5-D) finite element-
boundary element (FE-BE) model to predict train-induced vibrations from a tunnel with an …

Dynamic response and crack propagation law of tunnel invert with initial damage

D Mingqing, S Jie, W Xuchun, Z Sulei… - Engineering Failure …, 2021 - Elsevier
This study investigates the vibration characteristics of a lossy tunnel invert and the
propagation law of initial cracks under the dynamic load of a train, based on field tests …

On dynamic analysis method for large-scale train–track–substructure interaction

L Xu - Railway Engineering Science, 2022 - Springer
Train–track–substructure dynamic interaction is an extension of the vehicle–track coupled
dynamics. It contributes to evaluate dynamic interaction and performance between train …