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6 Optimisation of Transition Zones, gatzner, Editor. 2016.

7 Cristina Alves Ribeiro, Rui Calçada, and R. Delgado, Experimental assessment of the dynamic behaviour of the train-track
system at a culvert transition zone. Engineering Structures, 2017. 138 p.215–228.
8 SHAHBAZ RASHID, Parametric study of bridge response to high speed trains : Ballasted track on concrete bridges, in

Department of Civil and Architectural Engineering. 2011, KTH Royal Institute of Technology: Stockholm, Sweden
9 Coenraad Esveld, MODERN RAILWAY TRACK. Second Edition ed. 2001, Delft University of Technology: MRT-Productions,

Netherlands. 665.
10 Selig, E. T., and J.M. Waters, Track geotechnology and substructure management, in Thomas Telford. 1994.
11 Coenraad Esveld, Recent Developments in High-Speed Track. First International Conference on Road and Rail

Infrastructure, Croatia., 2010.
12 Timothy D. Stark, Stephen T. Wilk, and J.G. Rose, Design and Performance of Well-Performing Railway Transitions.
Transportation Research Record: Journal of the Transportation Research Board, 2016.

13 Giannakos, K. and S. Tsoukantas, Transition Zone between Ballastless and Ballasted Track: Influence of Changing
stiffness on acting forces. SciVerse ScienceDirect, 2012. 48: p. 3548-3557.
14 Y.S.Kang, et al., A Study of Track and Train Dynamic Behavior of Transition Zone Between Concrete Slab Track

and Ballasted Track. 2014.
15 Real, T., et al., Static and Dynamic Behavior of Transitions between Different Railway Track Typologies. KSCE Journal

of Civil Engineering, 2016. 20(4): p. 1356-1364.
16 Sañudoa, R., et al., Track transitions in railways: A review. Construction and Building Materials,2016. 112: p. 140–157.
17 Eric Berggren, Railway Track Stiffness Dynamic Measurements and Evaluation for Efficient Maintenance. 2010, KTH

Engineering Science.
18 Inmculada Gallego, Santos Sánchez-Cambronero, and A. Rivas, Criteria for Improving the Embankment- Structure Transition

Design in Railway Lines. Infrastructure Design, Signalling and Security in Railway 2012: p. 355-374.
19 Sañudoa, R., et al., The Influence of Train Running Direction and Track Supports Position on The Behaviour of Transition
Zones. Transportation Research Procedia 2016. 18: p. 281 – 288.

20 Kerr, A.D. and B. E. Moroney, Track Transition Problems and Remedies. American Railway Engineering Association,
1993. 742: p. 267–298.
21 Yao Shan, Bettina Albers, and S.A. Savidis, Influence of different transition zones on the dynamic response of track–sub

grade systems. Computers and Geotechnics 2013. 48: p. 21-28.
22 Sakdirat Kaewunruen, Impact damage mechanism and mitigation by ballast bonding at railway bridge ends. The
International Journal of Railway Technology, 2015.

23 Lund, H. and A. Åswärdh, Transition zones between ballasted and ballastless tracks, in Department of Technology
and Society. 2014, Lund University.

24 UIC-719-R, Earthworks and track bed construction for railway lines, in leaflets and Reports. 2015. p. 114.
25 Read, D. and D. Li, Design of track transitions. TCRP Research Results Digest, 2006: p. 79.

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