This work focuses on two research projects. The first project deals with the prediction of the
train-induced cumulative deformation of the high-speed railway subgrade based on the train …

In this work, an engineering practical method is put forward to characterize the static and
dynamic map** relationship between soil deformation and its induced system …

In this paper, a subgrade model with nonlinear stiffness is established and integrated into a
previously constructed 3-D vehicle-track-subgrade (VTS) dynamic model, in which the …

To solve the problem of large matrix size and low computational efficiency of the finite
element model in the vehicle-track-soil model, the differential quadraticity finite element …

Due to the variability of train loads, soil properties, and other factors, the cumulative
settlement of high-speed railway soft soil subgrade induced by cyclic trains holds strong …

The long-distance and large-scale subgrade settlement is a key issue in high-speed railway
(HSR). This work focuses on the long-distance settlement threshold for the HSR subgrade. A …

In this paper, a dynamic model is established to investigate the dynamic behavior of train-
track-subgrade-soil (TTSS) interaction. The effects of interfacial damage of the track slab …

The settlement of piers and subgrade bending deformation are widely recognized as
common issues in the transition zones of high-speed railway bridges. This study aims to …

The additional deformation of slab track structure subject to arbitrary soil deformation, and
subsequently the dynamic deformation coordination between the track and the soil due to a …

In this paper, we propose a new random vibration analysis model for the vertical vehicle-
track coupling system, which combines the symplectic method and the spectral element …