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 …

Dynamic behavior and stability of soil foundation in heavy haul railway tracks: A review

G Lazorenko, A Kasprzhitskii, Z Khakiev… - Construction and Building …, 2019 - Elsevier
The roadbed is the most deformable and most heterogeneous component of the railway
track infrastructure, which state is the main factor determining the efficiency of the road, and …

Performance monitoring of a curved shield tunnel during adjacent excavations using a fiber optic nervous sensing system

HH Zhu, DY Wang, B Shi, X Wang, GQ Wei - Tunnelling and Underground …, 2022 - Elsevier
With the accelerated urbanization and population growth in the Yangtze River Delta of
China, numerous metro tunnels are in operation or under construction, and adjacent deep …

[HTML][HTML] 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 …

Deformation and degradation mechanisms of railway ballast under high frequency cyclic loading

QD Sun, B Indraratna, S Nimbalkar - Journal of Geotechnical and …, 2016 - ascelibrary.org
The increased demand for higher speeds and increased freight capacity in railroad
transportation exacerbates the rate of ballast degradation that leads to unacceptable track …

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 …

Improved performance of ballasted rail track using geosynthetics and rubber shockmat

S Nimbalkar, B Indraratna - Journal of Geotechnical and …, 2016 - ascelibrary.org
Large repetitive wheel loads from heavy haul and passenger trains can cause significant
track deformation that leads to poor track geometry and safety issues. The inclusion of …

Influence of soil non-linearity on the dynamic response of high-speed railway tracks

PA Costa, R Calçada, AS Cardoso, A Bodare - Soil Dynamics and …, 2010 - Elsevier
The main objectives of this paper are the evaluation of the relevance of the non-linear
behaviour of the soil on the track response and the validation of a methodology, which …

[HTML][HTML] Mechanical characterisation of the fouled ballast in ancient railway track substructure by large-scale triaxial tests

VN Trinh, AM Tang, YJ Cui, JC Dupla, J Canou… - Soils and …, 2012 - Elsevier
In the track substructure of ancient railways in France, a fouled ballast layer has often been
created with time. The mechanical behaviour of this coarse soil was studied in the laboratory …

Use of rubber mats to improve the deformation and degradation behavior of rail ballast under cyclic loading

SK Navaratnarajah, B Indraratna - Journal of geotechnical and …, 2017 - ascelibrary.org
The deterioration of a rail track due to large dynamic wheel loads is inevitable over the years
and leads to frequent, high-cost maintenance. This problem is more critical in isolated rail …