Results 11 to 20 of about 551,389 (167)

Dynamic responses of vehicle ballasted track interaction system for heavy haul trains [PDF]

open access: yesMATEC Web of Conferences, 2018
In this study, the dynamic responses of ballasted tracks subjected to heavy haul trains are investigated. The vehicle ballasted track interaction (VTI) model can be divided into three parts, which are vehicle model, ballasted track model and wheel/rail ...
Wang Yingjie   +2 more
doaj   +3 more sources

Dynamic Properties Evaluation of Railway Ballast Using Impact Excitation Technique

open access: yesProceedings, 2018
Railway ballasted track, traditional railway track, consists of steel rails, sleepers, fastener system, ballast, sub-ballast and subgrade. Railway ballasted track has been widely used in railway system around the world.
Chayut Ngamkhanong   +2 more
doaj   +1 more source

Qualitative Prediction Model for Dynamic Behavior of Ballasted Tracks

open access: yesApplied Sciences, 2020
Theoretical, experimental, analytical, and statistical evaluations were performed to predict and assess the dynamic behavior of a ballasted track, such as the track support stiffness, track impact factor, or dynamic wheel–rail forces.
Jung-Youl Choi, Sun-Hee Kim
doaj   +1 more source

The Effect of Stress Level on the Resilient Modulus of Non-Engineered Mudrock Backfill Materials

open access: yesCivilEng, 2022
In the UK, High Speed Rail 2, (London to the ‘North’) is surrounded by a number of questions regarding construction technologies which can minimise the impact of the route.
Shaymaa Kennedy   +2 more
doaj   +1 more source

The interaction between railway vehicle dynamics and track lateral alignment [PDF]

open access: yes, 2016
Track geometry deteriorates with traffic flow, thus it needs to be regularly restored using tamping or other method. As the deterioration is mainly in the vertical direction this aspect has been widely studied and models for its analysis developed ...
Gong, Cencen   +2 more
core   +1 more source

Separate Track Impact Factor Application Depending on Track Types through Correlative Analysis with Track Support Stiffness

open access: yesInfrastructures, 2020
Track impact factor (TIF) is a coefficient for estimating the increase of train dynamic load and is a major factor for the evaluation of dynamic stability of railway tracks.
Jae-Ik Lee, Kyu-Hwan Oh, Yong-Gul Park
doaj   +1 more source

The Interaction Between Railway Vehicle Dynamics And Track Lateral Alignment [PDF]

open access: yes
This thesis examines the effect of vehicle dynamics on lateral deterioration of the track alignment. As rail traffic runs along a route, the forces imposed upon the track cause the ballast to settle, and hence the track geometry deteriorates.
Gong, Cencen
core   +3 more sources

Numerical Analysis of Additional Stresses in Railway Track Elements Due to Subgrade Settlement Using FEM Simulation

open access: yesApplied Sciences, 2021
The prediction of additional stresses in ballasted track due to subgrade deformation is the main objective of the present paper. In this context, a 2D finite element model of ballasted railway track was built using the ANSYS Workbench program.
Ahmed Nabil Ramadan   +3 more
doaj   +1 more source

Study on the Applicability of Dynamic Stability Evaluation Criteria by Comparison of Trackside Measurement Results of Different Track Structures

open access: yesApplied Sciences, 2020
Countries such as Korea adopt design codes, evaluation criteria and specifications from standards originating abroad; this leads to a lack of distinction of the separate applications of dynamic stability evaluation parameters between various track ...
Kyuhwan Oh   +3 more
doaj   +1 more source

Study of Problems Related to Laying Ballastless Track in the Turnout of Ballasted Track at High-Speed Railway Stations

open access: yesAdvances in Materials Science and Engineering, 2022
Due to the complex dynamic interactions of the vehicle-track system in the turnout of high-speed railway stations on a ballasted track, the geometric position of the line changes rapidly. In order to improve the stability of the line, the ballasted track
Ma Xue-Ning   +4 more
doaj   +1 more source

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