Page 228 - 360.revista de Alta Velocidad - Nº 5

Escobar, Adrián. Zamorano, Clara Isabel. Jiménez, Pablo Lorenzo. Escobar, Jorge.

Finally, it has been shown that the requirements regarding the design of High-speed rail are
changing to be more restrictive, taking into account not only the achievement of higher speeds,
but the achievement of longer infrastructure service life.

5. References

• AL-SHAER, A., DUHAMEL, D., SAB, K., FORÊT, G., and SCHMITT, L. (2008). Experimental
settlement and dynamic behavior of a portion of ballasted railway track under high speed
trains. Journal of Sound and Vibration, Elsevier, 2008, Vol.316, pp.211-233
• ANDO, K., SUNAGA, M., AOKI, H., and HAGA, O., (2001). Development of Slab Tracks for
Hokuriku Shinkansen Line. Quarterly Report of RTRI Vol.42 (1). pp 35-41
• BLANCO-LORENZO, J., SANTAMARIA, J., VADILLO, E. G., OYARZABAL, O. (2011). Dynamic
comparison of different types of slab track and ballasted track using a flexible track model.
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid
Transit, 225(6), 574-592.
• BECK, A., (2006). Railway Infrastructure in Germany. DB AG. 2006. (Non-published report).
• CAMPOS, J. and DE RUS, G., (2009). Some stylized facts about high-speed rail: A review of
HSR experiences around the world. Transport Policy, Elsevier, vol. 16(1), pp 19-28
• CEDEX (2008). Estudio del comportamiento a medio y largo plazo de las estructuras
ferroviarias de balasto y placa. (SP 5-5.1 pp. 38-55 and SP 5-5.2 pp. 13-51).
• CORNET, Y., DUDLEY, G., and BANISTER, D. (2017). High Speed Rail: Implications for carbon
emissions and biodiversity. Case Studies on Transport Policy.
• DB NETZE AG (2014). RIL 836 Erdbauwerke und geotechnische Bauwerke planen, bauen
und instand halten [Earthworks and geotechnical structures design, construction and
maintainance]. Code. Frankfurt am Main, Germany: DB Netze AG. (530)
• DURAND, S., BILLAUDEAU, E., LUBINEAU, G., and CHAPELLE, H., (2012). Design analysis of
GRP panels for the roof of the Haramain high speed railway Jeddah station. In Proceedings
of the 10th international conference on sandwich structures (ICSS-10). Nantes, France.
• EBELING, K. (2005). High Speed Railway in Germany. Japan Railway & Transport Review, Vol.40.
• ESVELD, C. (1999). Slab Track: A Competitive Solution. Faculty of Civil Engineering, Section
of Roads & Railways, Delft University of Technology, the Netherlands.

• ESVELD, C. and MARKINE, V.L. (2003). Developments in High-Speed Track Design. Short
paper Proceedings of International Association for Bridge and Structural Engineering (IABSE)
Symposium on Structures for High-Speed Railway Transport, Antwerp, Belgium, August 27-
29, 2003. pp. 14-15
• GIANNAKOS, K., LOIZOS A., and PLATI, C., (2012). Railway Ballast Requirements for High
Speed and Heavy Haul Lines: Hardness, Fouling, Life Cycle. 2nd International Conference
on Transportation Geotechnics, Hokkaido, Japan.
• GIVONI, M., (2006). Development and Impact of the Modern High Speed Train: A Review.
Transport Reviews, Vol. 26 (5), pp. 593-611.
• GIUNTA, M. and PRATICÒ, F. (2017). Design and maintenance of high-speed rail tracks: A
comparison between ballasted and ballast-less solutions based on life cycle cost analysis.
International congress on transport infrastructure and systems, Rome.
• GONZÁLEZ-CANCELAS, N., SOLER-FLORES, F., CAMARERO ORIVE, A., LÓPEZ ANSORENA, Í.
(2012). Treatment of Outliers to Study Railway Vibrations Transmission. Ingeniería y Ciencia,
8(16), 191-219.
• GREENING, J. (2012). Britain to have new national high-speed rail network. Department for
Transport. 10 January 2012. www.dft.gov.uk./news/pressreleases/dft-press-20120110/

226 360.revista de alta velocidad