- -

Study of the influence of geometrical and mechanical parameters on ballasted railway tracks design

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Study of the influence of geometrical and mechanical parameters on ballasted railway tracks design

Show full item record

Real Herráiz, JI.; Gomez Del Rey, L.; Montalban Domingo, ML.; Real, T. (2012). Study of the influence of geometrical and mechanical parameters on ballasted railway tracks design. Journal of Mechanical Science and Technology. 26(9):2837-2844. doi:10.1007/s12206-012-0734-7

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/50298

Files in this item

Item Metadata

Title: Study of the influence of geometrical and mechanical parameters on ballasted railway tracks design
Author: Real Herráiz, Julia Irene Gómez del Rey, Laura Montalbán Domingo, María Laura Real, Teresa
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Issued date:
Abstract:
This paper investigates the vertical deflection on ballasted railway tracks from a set of cases of railway track typologies which differ in six track parameters: embankment height, ballast thickness, sleeper spacing, rail ...[+]
Subjects: Ballast track , Finite elements , Railway , Stiffness , Stress , Substructure design , Design process , Embankment height , Finite Element , Mechanical parameters , Multiple regression model , Analysis , Stresses , Railroad tracks
Copyrigths: Cerrado
Source:
Journal of Mechanical Science and Technology. (issn: 1738-494X )
DOI: 10.1007/s12206-012-0734-7
Publisher:
Springer Verlag (Germany)
Publisher version: http://dx.doi.org/10.1007/s12206-012-0734-7
Type: Artículo

References

G. A. Hunt, Review the effect of track stiffness on track performance, RSSB, Research Project T372 (2005).

M. Burrow, P. Teixeira, T. Dahlberg and E. Berggen, Track stiffness considerations for high speed railway lines, Railway transportation: policies, technology and Perspectives, Ed. N. P. Scott, Nova Publishers (2009).

F. Meissonmier, EUROBALT II european research for an optimised ballasted track, Final Report Technical Part — 7S/001127/E1/DC (2000). [+]
G. A. Hunt, Review the effect of track stiffness on track performance, RSSB, Research Project T372 (2005).

M. Burrow, P. Teixeira, T. Dahlberg and E. Berggen, Track stiffness considerations for high speed railway lines, Railway transportation: policies, technology and Perspectives, Ed. N. P. Scott, Nova Publishers (2009).

F. Meissonmier, EUROBALT II european research for an optimised ballasted track, Final Report Technical Part — 7S/001127/E1/DC (2000).

UIC, Project I/03/U/283 — Ballastless Track — Version 2005-08-02, Draft -Vertical Elasticity of Ballastless Track (2005).

M. X. D. Li and E. G. Berggren, A study of the effect of global track stiffness and its variations on track performance: Simulation and measurement, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit (2010) 224–375.

A. López Pita, P. Fonseca Teixeira and F. Robuste, High speed and track deterioration: the role of vertical stiffness of the track, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 218(1) (2004) 31–40.

C. Esveld, Modern railway track, 2nd edition, MRT Productions, Zaltbommel, The Netherlands (2001).

P. F. Teixeira, Contribución a la reducción de los costes de mantenimiento de las vías de alta velocidad mediante la optimización de su rigidez vertical, PhD Thesis, Universidad Politecnica de Cataluña (2003).

A. López Pita, Nuevos criterios en el dimensionamiento de vías férreas, Revista de Obras Públicas, 124(3147) (1977) 571–580.

A. López Pita, Un nuevo método para la determinación de la capa de balasto, AIT 13 (1976) 77–89.

I. Gallego Giner and A. Lopez Pita, Numerical simulation of embankment-structure transition design, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 223(4) (2009) 331–343.

A. López Pita and C. Oteo Mazo, Análisis de la deformabilidad vertical de una vía férrea mediante el método de elementos finitos, AIT, 15(4) (1977) 33–40.

V. Profillidis, La voie ferrée et sa foundation, Modelisation mathématique, PhD Thesis, Ecole Nationale des Ponts et Chausées, Paris (1983).

ORE committee D-117, Adaptation optimal de la voie classique au traffic de l’avenir, Rapport no 27, Comportament des structures d’assise de la voie sous changes répétées, E.T.F., Paris (1983).

M. P. N. Burrow, D. Bowness and G. S. Ghataora, A comparison of railway track foundation design methods, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 221(1) (2007) 1–12.

Ministerio de fomento/Secretaría de estado de Infraestructuras y Transportes, Recomendaciones para el proyecto de plataformas ferroviarias, Centro de publicaciones, Madrid (1999).

UIC. Earthworks and track bed construction for railway lines. UIC 719, International Union of Railways, Paris, France (1984).

R. Romero Villafranca and L. Zúnica Ramajo, Métodos estadísticos en ingeniería, Editorial U.P.V., Valencia (2004).

E. Tutumluer, D. N. Little and D. H. Kim, Validated model for predicting field performance of aggregate base courses. Geomaterials 2003 - Soils, Geology, and Foundations, 1837 (2003) 41–49.

Y. Qiu, N. D. Dennis and R. P. Elliott, Design criteria for permanent deformation of subgrade soils in flexible pavements for low-volume roads. Soils and Foundation, 40(1) (2000) 1–10.

S. Helwany, J. Dyer and J. Leidy, Finite-element analyses of flexible pavements, Journal of Transportation Engineering, 124(5) (1998) 491–499.

S. S. Radampola, N. Gurung, T. McSweeney and M. Dhanasekar, Evaluation of the properties of railway capping layer soil, Computers and Geotechnics, 35(5) (2008) 719–28.

D. C. Drucker and W. Prager, Soil mechanics and plastic analysis or limit design, Quarterly of Applied Mathematics, 10 (1952) 157–165.

A. López Pita, Infraestructuras ferroviarias, Ediciones U.P.C., Barcelona (2006).

[-]

This item appears in the following Collection(s)

Show full item record