Railway-induced ground vibrations–a review of vehicle effects

G Kouroussis, DP Connolly… - International Journal of …, 2014 - Taylor & Francis
This paper is a review of the effect of vehicle characteristics on ground-and track borne-
vibrations from railways. It combines traditional theory with modern thinking and uses a …

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 …

[图书][B] Advanced rail geotechnology–ballasted track

B Indraratna, C Rujikiatkamjorn, W Salim - 2011 - taylorfrancis.com
Ballast plays a vital role in transmitting and distributing the train wheel loads to the
underlying track substructure. The load-bearing capacity, safe train speed, and the levels of …

Static and cyclic triaxial testing of ballast and subballast

ASJ Suiker, ET Selig, R Frenkel - Journal of geotechnical and …, 2005 - ascelibrary.org
This paper discusses the triaxial testing of a ballast material and a subballast material, which
are noncohesive, granular materials typically used for construction of a railway track …

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 …

A numerical model for the cyclic deterioration of railway tracks

ASJ Suiker, R de Borst - International journal for numerical …, 2003 - Wiley Online Library
An elasto‐plastic material model is proposed that can be used to simulate the cyclic
deterioration of railway tracks. The model describes the envelope of the irreversible, plastic …

Long-term deformation of railway tracks considering train-track interaction and non-linear resilient behaviour of aggregates–a 3D FEM implementation

JN Varandas, A Paixão, E Fortunato, BZ Coelho… - Computers and …, 2020 - Elsevier
Railway track designers and maintenance entities have long been pursuing for a robust and
reliable method to predict the track's long-term behaviour. The complexity of this railway …

Frictional collapse of granular assemblies

ASJ Suiker, NA Fleck - J. Appl. Mech., 2004 - asmedigitalcollection.asme.org
The frictional collapse of an assembly of equisized spheres is studied by a discrete element
model. The macroscopic constitutive response is determined as a function of the level of …

Geomechanical assessment of an inert steel slag aggregate as an alternative ballast material for heavy haul rail tracks

BG Delgado, AV da Fonseca, E Fortunato… - … and Building Materials, 2021 - Elsevier
The geomechanical behaviour of railway ballast is a key aspect in the performance of
ballasted tracks, mainly under increased axle loads and/or train speeds. Recently, and …

Influence of tire-derived aggregates on the properties of railway ballast material

M Fathali, FM Nejad, M Esmaeili - Journal of materials in civil …, 2017 - ascelibrary.org
This paper presents the results from a laboratory study in which the influence of metal-free
tire-derived aggregates (TDA) on the performance of ballast materials was evaluated. The …