Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking

A Ramos, AG Correia, B Indraratna, T Ngo… - Transportation …, 2020 - Elsevier
Geomaterials exhibit elastoplastic behaviour during dynamic and repeated loading
conditions. These loads are induced by the passage of a train or vehicle which then …

Geomechanical modelling of railroad ballast: a review

Y Alabbasi, M Hussein - Archives of Computational Methods in …, 2021 - Springer
Traditional ballasted tracks have been used intensively around the world with ballast as the
main material for tracks. Ballast has a significant contribution to the track alignment, stability …

Full-scale model testing on a ballastless high-speed railway under simulated train moving loads

X Bian, H Jiang, C Cheng, Y Chen, R Chen… - Soil Dynamics and …, 2014 - Elsevier
Abstract Model testing in laboratory, as an effective alternative to field measurement,
provides valuable data to understand railway׳ s dynamic behaviors under train moving …

Experimental study on vibration velocity of piled raft supported embankment and foundation for ballastless high speed railway

Q Fu, M Gu, J Yuan, Y Lin - Buildings, 2022 - mdpi.com
In recent years, the high development of high-speed railway lines cross through areas with
poor geological conditions, such as soft soil, offshore and low-lying marsh areas, resulting …

Railway track geometry degradation due to differential settlement of ballast/subgrade–Numerical prediction by an iterative procedure

JCO Nielsen, X Li - Journal of Sound and Vibration, 2018 - Elsevier
An iterative procedure for numerical prediction of long-term degradation of railway track
geometry (longitudinal level) due to accumulated differential settlement of ballast/subgrade …

Long-term prediction of track geometry degradation in high-speed vehicle–ballastless track system due to differential subgrade settlement

Y Guo, W Zhai - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
To predict long-term track degradation of ballastless track due to evolution of differential
subgrade settlement in high-speed railway, an iterative approach is put forward. A detailed …

Analysing the effect of principal stress rotation on railway track settlement by discrete element method

X Bian, W Li, Y Qian, E Tutumluer - Géotechnique, 2020 - icevirtuallibrary.com
Principal stress rotation induced by moving loads from trains significantly influences railway
track settlement accumulation. The stationary cyclic loading commonly adopted to study …

[PDF][PDF] 土动力学与岩土地震工程

黄茂松, 边学成, 陈育民, 王睿, 顾晓强… - 土木工程 …, 2020 - manu36.magtech.com.cn
近年来, 随着交通和能源基础设施建设的快速发展, 循环动载引起的工程问题使得土动力学与岩
土地震工程的研究面临许多新的课题. 文章简要评述土动力学与岩土地震工程在国内外的研究 …

Field Test Study on the dynamic response of the cement-improved expansive soil subgrade of a heavy-haul railway

Y Cai, L Xu, W Liu, Y Shang, N Su, D Feng - Soil Dynamics and Earthquake …, 2020 - Elsevier
To study the adaptability of cement-improved expansive soil as a heavy-haul railway
subgrade filling material, based on a test section of the Inner Mongolia-Jiangxi railway …

[HTML][HTML] Modelling railway ballasted track settlement in vehicle-track interaction analysis

I Grossoni, W Powrie, A Zervos, Y Bezin… - Transportation …, 2021 - Elsevier
The geometry of a ballasted railway gradually deteriorates with trafficking, mainly as a result
of the plastic settlement of the track-bed (ballast and sub-base). The rate and amount of …