Dynamic behaviour of the track in transitions zones considering the differential settlement
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[1] S L Grassie,et al. The Dynamic Response of Railway Track With Unsupported Sleepers , 1985 .
[2] Ernest T. Selig,et al. Track Geotechnology and Substructure Management , 1995 .
[3] Jens C. O. Nielsen,et al. VERTICAL DYNAMIC INTERACTION BETWEEN TRAIN AND TRACK INFLUENCE OF WHEEL AND TRACK IMPERFECTIONS , 1995 .
[4] A. J. Truscott,et al. Adaptive Ride Control In Active Suspension Systems , 1995 .
[5] Sato Yoshihiko,et al. Japanese Studies on Deterioration of Ballasted Track , 1995 .
[6] H. Scheffel,et al. The Vertical Dynamic Response of a Rail Vehicle caused by Track Stiffness Variations along the Track , 1996 .
[7] Hem Hunt,et al. Settlement of railway track near bridge abutments , 1997 .
[8] Simon Iwnicki,et al. The Manchester Benchmarks for Rail Vehicle Simulation , 1998 .
[9] Hans True,et al. VEHICLE-TRACK DYNAMICS ON A RAMP AND ON THE BRIDGE: SIMULATION AND MEASUREMENTS , 1999 .
[10] Makoto Ishida,et al. Influence of Loose Sleeper on Track Dynamics and Bending Fatigue of Rail Welds , 1999 .
[11] Tore Dahlberg,et al. Some railroad settlement models—A critical review , 2001 .
[12] Cai Cheng. Research on Dynamic Interaction of Train and Track on Roadbed-bridge Transition Section , 2001 .
[13] K Gylltoft,et al. Infuence of cracked sleepers on the global track response: Coupling of a linear track model and nonlinear finite element analyses , 2002 .
[14] Rolf Lammering,et al. The Dynamics of Railway Track and Subgrade with Respect to Deteriorated Sleeper Support , 2003 .
[15] G. Gudehus,et al. Numerical Model and Laboratory Tests on Settlement of Ballast Track , 2003 .
[16] K. Krishnan Nair,et al. Dynamic studies of railtrack sleepers in a track structure system , 2003 .
[17] P. Woodward,et al. Track Stiffness Management using the XiTRACK GeoComposite , 2004 .
[18] Xiaoyan Lei,et al. Dynamic response analyses of vehicle and track coupled system on track transition of conventional high speed railway , 2004 .
[19] Jianhui Lin,et al. Modelling and experiment of railway ballast vibrations , 2004 .
[20] Andreas Lundqvist,et al. Load impact on railway track due to unsupported sleepers , 2005 .
[21] Dingqing Li,et al. Transition of Railroad Bridge Approaches , 2005 .
[22] Andreas Lundqvist,et al. Railway track stiffness variation - consequences and countermeasures , 2010 .
[23] Rikard Larsson,et al. Influence of railway track stiffness variations on wheel/rail contact force , 2006 .
[24] Dingqing Li,et al. Design of Track Transitions , 2006 .
[25] Takahiro Suzuki,et al. Evaluation of Countermeasures against Differential Settlement at Track Transitions , 2007 .
[26] Jean-Louis Briaud,et al. Preliminary Evaluation of the Bump at the End of the Railway Bridge , 2011 .
[27] Z. G. Li,et al. Vehicle/Track Impact Due to Passing the Transition between a Floating Slab and Ballasted Track , 2008 .
[28] James P Hyslip,et al. Railway Bridge Transition Case Study , 2009 .
[29] Numerical simulation of embankment—structure transition design , 2009 .
[30] Zuzana Dimitrovová,et al. Critical velocity of a load moving on a beam with a sudden change of foundation stiffness: Applications to high-speed trains , 2009 .
[31] M X D Li,et al. A Study of the Effect of Global Track Stiffness and Its Variations on Track Performance: Simulation and Measurement , 2010 .
[32] Wolfgang Fengler,et al. Setzungsverhalten des Schotters , 2010 .
[33] B. Indraratna,et al. Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics , 2010 .
[34] X Lei,et al. Influence of Track Stiffness Distribution on Vehicle and Track Interactions in Track Transition , 2010 .
[35] William Powrie,et al. An Assessment of Transition Zone Performance , 2011 .
[36] Pedro Galvín,et al. Fully three-dimensional analysis of high-speed train–track–soil-structure dynamic interaction , 2010 .
[37] Dingqing Li,et al. Railway Bridge Approaches under Heavy Axle Load Traffic: Problems, Causes, and Remedies , 2010 .
[38] Manuel A.G. Silva,et al. A Settlement Model for Ballast at Transition Zones , 2010 .
[39] B. Coelho. Dynamics of railway transition zones in soft soils , 2011 .
[40] Tore Dahlberg,et al. Dynamic behaviour of an in situ partially supported concrete railway sleeper , 2011 .
[41] J. N. Varandas,et al. Dynamic behaviour of railway tracks on transitions zones , 2011 .
[42] Justin Kennedy,et al. Behaviour of train–track interaction in stiffness transitions , 2012 .
[43] Ricardo Insa,et al. Analysis of the influence of under sleeper pads on the railway vehicle/track dynamic interaction in transition zones , 2012 .
[44] Rui Calçada,et al. Track–ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model , 2012 .
[45] Yao Shan,et al. Influence of different transition zones on the dynamic response of track–subgrade systems , 2013 .
[46] Andrew Chan,et al. Measurements and simulation of the dynamic responses of a bridge–embankment transition zone below a heavy haul railway line , 2013 .
[47] Rui Calçada,et al. Transition zones to railway bridges: Track measurements and numerical modelling , 2014 .
[48] Erol Tutumluer,et al. An integrated approach to dynamic analysis of railroad track transitions behavior , 2014 .
[49] P. Hölscher,et al. Settlement of ballasted track under traffic loading: Application to transition zones , 2014 .
[50] I. Y. Shevtsov,et al. Improvement of vehicle–turnout interaction by optimising the shape of crossing nose , 2014 .
[51] P. A. Ferreira,et al. Numerical modelling of high speed train/track system for the reduction of vibration levels and maintenance needs of railway tracks , 2015 .
[52] Rui Calçada,et al. Under sleeper pads in transition zones at railway underpasses: numerical modelling and experimental validation , 2015 .
[53] Rui Calçada,et al. Design and construction of backfills for railway track transition zones , 2015 .
[54] Stephen T. Wilk,et al. Evaluation of Tie Support at Transition Zones , 2015 .
[55] Karl Josef Witt,et al. Numerical study of transition zone between ballasted and ballastless railway track , 2015 .
[56] Rolf Dollevoet,et al. Analysis of the Dynamic Behaviour of a Railway Track in Transition Zones With Differential Settlement , 2015 .
[57] Rui Calçada,et al. Non-Linear Behaviour of Geomaterials in Railway Tracks under Different Loading Conditions☆ , 2016 .
[58] Luigi dell’Olio,et al. Track transitions in railways: A review , 2016 .
[59] Stephen T. Wilk,et al. Root cause of differential movement at bridge transition zones , 2016 .
[60] Rui Calçada,et al. A numerical study on the influence of backfill settlements in the train/track interaction at transition zones to railway bridges , 2016 .
[61] Haoyu Wang,et al. Corrective countermeasure for track transition zones in railways: Adjustable fastener , 2018, Engineering Structures.
[62] Haoyu Wang,et al. Methodology for the comprehensive analysis of railway transition zones , 2018, Computers and Geotechnics.
[63] Haoyu Wang,et al. Experimental analysis of railway track settlement in transition zones , 2017, Proceedings of the Institution of Mechanical Engineers. Part F, Journal of rail and rapid transit.