Results 71 to 80 of about 3,855 (211)

Construction of Railway Track Using Asphalt – Ballast Layer

open access: yesEngineering and Technology Journal, 2012
The work presented in this paper focuses on new trends in the construction of rail track using asphalt ballast layer. Model tests were performed with ballast layer 150mm or 200mm. These thicknesses are the common range used in railway construction. Overlaying a sandy layer 400mm in thickness.
openaire   +2 more sources

Comparison of the effect of different sleeper typologies and track layout on railway vibrations

open access: yesLatin American Journal of Solids and Structures
The last years, ground vibrations have become an important study field due to the increase of the transports needs for society and its amount of running trains associated.
J. Real   +3 more
doaj   +1 more source

Modelling options for ballast track dynamics [PDF]

open access: yes
Accurate modelling of railway ballasted track dynamics is an important issue for a variety of applications such as the assessment of wheel/rail contact force and critical speed of the vehicle.
Bezin, Yann   +3 more
core  

Hubungkait antara sikap dan pengetahuan pelajar kejuruteraan awam terhadap amalan keselamatan di bengkel perkayuan, KUiTTHO [PDF]

open access: yes, 2002
Laporan kcmalangan yang dilaporkan olch Jabatan Buruh dan Pcrtubuhan Kcbajikan Sosial (SOCSO) mcnyatakan bahawa kadar kcmalangan dalam bidang pcrindustrian semakin mcningkat dari tahun ke tahun.
Wan Mansor, Wan Hilmi
core  

Development of natural rubber under-sleeper pads for enhancing railway transition zones using an integrated artificial neural network and genetic algorithm approach

open access: yesResults in Engineering
Natural rubber (NR) from Thailand demonstrates substantial potential for improving railway infrastructure through the development of under sleeper pads (USPs).
Chakrit Suvanjumrat   +2 more
doaj   +1 more source

Evaluating railway track support stiffness from trackside measurements in the absence of wheel load data

open access: yes, 2016
It is generally accepted that track support stiffness is a major factor controlling rates of track geometry deterioration, particularly where the track support stiffness changes abruptly.
Le Pen, Louis   +3 more
core   +1 more source

Understanding track loading requirements to achieve better track design [PDF]

open access: yes, 2016
This paper reviews current track loading requirement (ballasted and ballastless) Typical vehicle-track interaction loads are described along with their influential factors.
Bezin, Yann   +3 more
core   +1 more source

Study of ballast layer stiffness in railway tracks

open access: yesGrađevinar, 2016
In this paper, ballast layer stiffness in railway tracks is investigated. Test results show that the percentage of ballast contamination changes considerably across the ballast layer depth. For this reason, the ballast was divided during modelling into three layers and the stiffness of each layer was derived based on the pyramid model developed for ...
Jabbar Ali Zakeri, Seyed Ali Mosayebi
openaire   +1 more source

MODELING THE RAILWAY TRACK BALLAST BEHAVIOR WITH HYPOPLASTICITY

open access: yesJournal of Mathematical Sciences
Abstract The contact problem describing a railway vehicle — road — track ballast system is under our investigation. During the motion, the rolling stock (snowpiercer) is represented by a moving localized load, the road by a Timoshenko beam, and the track bed material is rigorously modeled using 3-by-3 matrices of stress and strain rate.
Erich Bauer   +5 more
openaire   +1 more source

Design of Ballasted Railway Track Foundations under Cyclic Loading [PDF]

open access: yesSlope Stability, Retaining Walls, and Foundations, 2009
The foundations of ballasted railway tracks are usually consisted of a graded layer of granular media of ballast placed above a naturally deposited subgrade. Available methods for design of track foundations are based on determination of an adequate granular layer thickness of ballast so that subgrade shear failures and plastic deformations produced by
openaire   +1 more source

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