[1]. Hunt, H. E. M.(1997). Settlement of railway track near bridge abutments. Proceedings of the Institution of Civil Engineers – Transport 123 (1), 68–73.
[2]. David, R. and Li, D.( 2006). Design of track transitions., Research results digest 79, pp. 4–15 (Transportation Technology Center, Inc., Pueblo, Colorado).
[3].Hsi,J.( 2008). Bridge approach embankments supported on concrete injected columns. Geo Congress 2008, 612 -619.
[4]. Holscher, P. and P. Meijers.( 2007). Literature study of knowledge and experience of transition zones. Technical report, Geo Delft.
[5]. Sasaoka, C. D. and D. Davies.( 2005). Implementing track transition solutions for heavy axle load service. In AREMA 2005.
[6]. Hyslip, J. P., D. Li, and C. R. McDaniel.( 2009). Railway bridge transition case study. In E. Tutumluer and L. Al-Qadi (Eds.), Proceedings of the 8th International Conference Bearing Capacity of Roads, Railways and Airfields, pp. 1341–1348. CRC Press.
[7]. Li, D., J. Rose, H. Lees, and D. Davis.(2001). Hot-Mix Asphalt Trackbed Performance Evaluation at Alps, New Mexico. In Technology Digest TD 01-015.Association of American Railroads, Transportation Technology Center, Inc, 2001.
[8]. Rose, J., L. A. Walker, and D. Li.(2002). Heavy Haul Asphalt Underlayment Trackbeds: Pressure, Deflection, Materials, Properties, Measurements.” In Proceedings, Railway Engineering 2002. Engineering Technics Press. Edinburgh.
[9]. Zhong, X., X. Zeng, and J.Rose.( 2002). Shear Modulus and Damping Ratio of Rubber-modified Asphalt Mixes and Unsaturated Subgrade Soils. Journal of Materials in Civil Engineering, 14(6), 496-502. doi:10.1061/(ASCE)0899-1561,14:6(496).
[10]. Rose, J. G.( 2013).Selected in track application and performances of hot-mix asphalt track beds. Paper presented at the the 2013 Joint Rail Conference, JRC 2013, Knoxville, Tennessee, USA.
[11]. Rose, J. G.( 2000). Asphalt trackbeds: selection, design, installation practices, long-term performances & material properties. In Proceedings of the Railway Engineering – 2000 Third International Conference and Exhibition, London.
[12]. Kylen, J.(Sweden). 2D-model of a portal frame railway bridge for dynamic analysis. Master Thesis. Royal Institute of Technology (KTH). Department of Civil and Architectural Engineering.Division of Structural Design and Bridges Stockholm.
[13] Coelho, B.E.( 2010).“Dynamics of railway transition zones in soft soils”; MSc. Thesis, Delft University of Technology.
[14]. Alejandro,R., J.Carballeira, A. Rovira and P. Vila.( 2010). Influence of Transition Zone Configurations on Train-Track-Bridge Dynamic Response. 17th International Congress on Sound and Vibration (ICSV17), Cairo,Egypt, 18-22.
[15]. Bronsert, J., M. Baeßler, P. Cuellar and W. Rucker (2013). Numerical Modeling of Train-Track-Interaction at Bridge Transition Zones Considering the Long-Term Behavioure 11th International Conference on Vibration Problems. Lisbon, Portugal.
[16] Intercity-Express 3 (ICE 3), High Speed Trainset Velaro, Siemens Transportation Systems; "http://www.siemens.com".
[17]. Huan Feng,(2013).” 3D-models of Railway Track for Dynamic Analysis”, Master Degree Project, School of Architecture and the Built Environment Royal Institute of Technology, Stockholm.
[18]. Li, D. and D. Davis.( 2013). Transition of railroad bridge approaches. Journal of Geotechnical and Geoenvironmental Engineering 131 (11), 1392–1398.