References
- Esveld C. Modern railway track. 2 ed ed. Zaltbommel: MRT-Productions; 2001.
- Steenbergen MJMM, Metrikine AV, Esveld C. Assessment of design parameters of a slab track railway system from a dynamic viewpoint. J Sound Vib. 2007;306(1–2):361–371.
- Ye Q, Luo Q, Feng G, et al. Stress distribution in roadbeds of slab tracks with longitudinal discontinuities. Railw Eng Sci. 2022. DOI:10.1007/s40534-022-00287-w
- Zhou SH, Wang BL, Shan Y. Review of research on high-speed railway subgrade settlement in soft soil area. Railw Eng Sci. 2020;28(2):129–145.
- Zhu SR, Wu LZ, Song XL An improved matrix split-iteration method for analyzing underground water flow. Eng Comput. 2022. doi:10.1007/s00366-021-01551-z
- Wang T, Luo Q, Liu J, et al. Method for slab track substructure design at a speed of 400 km/h. Transp Geotech. 2020;24:100391.
- Feng G, Zhang L, Luo Q, et al. Monitoring the dynamic response of track formation with retaining wall to heavy-haul train passage. Int J Rail Transp. 2022;1–19. DOI:10.1080/23248378.2022.2103849
- Luo Q, Wei M, Lu Q, et al. Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile–soil interaction. Railw Eng Sci. 2021;29(2):199–210.
- Nguyen VD, Luo Q, Wang T, et al. Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration. Int J Rail Transp. 2022;1–23. DOI:10.1080/23248378.2022.2032853
- Van Dyk BJ, Edwards JR, Dersch MS, et al. Evaluation of dynamic and impact wheel load factors and their application in design processes. Proc Inst Mech Eng F J Rail Rapid Transit. 2017;231(1):33–43. DOI:10.1177/0954409715619454
- Edwards JR, Cook A, Dersch MS, et al. Quantification of rail transit wheel loads and development of improved dynamic and impact loading factors for design. Proc Inst Mech Eng F J Rail Rapid Transit. 2018;232(10):2406–2417. DOI:10.1177/0954409718770924
- Japan Railway Technical Research Institute. Design standards for railway structures and other structures-concrete structures; Tokyo: Maruzen, 2004. (in Japanese)
- German Railway Standard Ril 836. Erdbauwerke planen, bauen und instand halten 2008.
- Chen H, Luo Q, Zhang L, et al. Test analysis of vibration characteristics of high-speed railway on CRTS II slab ballastless track bridge-subgrade transition. J Vib Shock. 2014;33(1):81–88. (in Chinese).
- Li J. Field test of subgrade-tunnel transition section of ballastless track on Suining-Chongqing railway and subgrade structure FEM calculation. in Chinese. Chengdu: Southwest Jiaotong University; 2008.
- Xiang YH. Field test on subgrade-culvert transition performance of ballastless track and subgrade FEM analysis on Suiyu railway. in Chinese. Chengdu: Southwest Jiaotong University; 2008.
- Yan SC. Test study on subgrade load performance and the road-culvert transition performance in Suiyu railway. in Chinese. Chengdu: Southwest Jiaotong University; 2007.
- Hu P, Zhang C, Chen SJ, et al. Dynamic responses of bridge–embankment transitions in high speed railway: field tests and data analyses. Eng Struct. 2018;175:565–576.
- Ye YS, Cai DG, Wei SW, et al. Distribution characteristics and analytical method of dynamic stress on subgrade of ballastless track for high-speed railway. China Railway Sci. 2020;41(6):1–9. (in Chinese).
- Bian X, Jiang H, Cheng C, et al. Full-scale model testing on a ballastless high-speed railway under simulated train moving loads. Soil Dyn Earthq Eng. 2014;66:368–384.
- Woodward PK, Laghrouche O, Mezher SB, et al. Application of coupled train-track modelling of critical speeds for high-speed trains using three-dimensional non-linear finite elements. Int J Railw Technol. 2015;4(3):1–35. DOI:10.4203/ijrt.4.3.1
- Chen M, Sun Y, Zhu S, et al. Dynamic performance comparison of different types of ballastless tracks using vehicle-track-subgrade coupled dynamics model. Eng Struct. 2021;249:113390.
- Dong K, Connolly DP, Laghrouche O, et al. The stiffening of soft soils on railway lines. Transp Geotech. 2018;17:178–191.
- Connolly DP, Dong K, Alves Costa P, et al. High speed railway ground dynamics: a multi-model analysis. Int J Rail Transp. 2020;8(4):324–346. DOI:10.1080/23248378.2020.1712267
- Dong K, Connolly DP, Laghrouche O, et al. Non-linear soil behaviour on high speed rail lines. Comput Geotech. 2019;112:302–318.
- Berggren EG, Li MXD, Spännar J. A new approach to the analysis and presentation of vertical track geometry quality and rail roughness. Wear. 2008;265(9–10):1488–1496.
- Charoenwong C, Connolly DP, Woodward PK, et al. Analytical forecasting of long-term railway track settlement. Comput Geotech. 2022;143:104601.
- Charoenwong C, Connolly DP, Odolinski K, et al. The effect of rolling stock characteristics on differential railway track settlement: an engineering-economic model. Transp Geotech. 2022;37:100845.
- Zhai W. Vehicle–track coupled dynamics: theory and applications. Singapore: Springer; 2020.
- Zhai W, Wang K, Cai C. Fundamentals of vehicle–track coupled dynamics. Veh Syst Dyn. 2009;47(11):1349–1376.
- Zhai W, Xia H, Cai C, et al. High-speed train–track–bridge dynamic interactions – Part I: theoretical model and numerical simulation. Int J Rail Transp. 2013;1(1–2):3–24. DOI:10.1080/23248378.2013.791498
- Zhai W, Han Z, Chen Z, et al. Train–track–bridge dynamic interaction: a state-of-the-art review. Veh Syst Dyn. 2019;57(7):984–1027. DOI:10.1080/00423114.2019.1605085
- Chen G, Zhai WM. A new wheel/rail spatially dynamic coupling model and its verification. Veh Syst Dyn. 2004;41(4):301–322.
- Xu L, Zhai W. A novel model for determining the amplitude-wavelength limits of track irregularities accompanied by a reliability assessment in railway vehicle-track dynamics. Mech Syst Sig Process. 2017;86:260–277.
- Yang J, Zhu S, Zhai W. A novel dynamics model for railway ballastless track with medium-thick slabs. Appl Math Modell. 2020;78:907–931.
- Xu L, Zhai W. Train–track coupled dynamics analysis: system spatial variation on geometry, physics and mechanics. Railw Eng Sci. 2020;28(1):36–53.
- Xu L, Zhai W, Gao J. A probabilistic model for track random irregularities in vehicle/track coupled dynamics. Appl Math Modell. 2017;51:145–158.
- National Railway Administration of the People’s Republic of China. PSD of ballastless track irregularities or high-speed railway. 2014. (in Chinese)
- Chen G, Zhai WM. Numerical simulation of the stochastic process of railway track irregularities. J Southwest Jiaotong Univ. 1999;34(2): 138–142. (in Chinese)
- Fan SB. Analysis on experiment of dynamic response in ballastless track subgrade of high speed railway. in Chinese. Chengdu: Southwest Jiaotong University; 2010.
- Lamprea-Pineda AC, Connolly DP, Hussein MFM. Beams on elastic foundations – a review of railway applications and solutions. Transp Geotech. 2022;33:100696.
- Alfredo HS, Wilson H. Probability concepts in engineering planning and design. Canada: Wiley; 1975.
- Mei H, Leng W, Nie R, et al. Random distribution characteristics of peak dynamic stress on the subgrade surface of heavy-haul railways considering track irregularities. Soil Dyn Earthq Eng. 2014;66:368–384.
- Wang P, Wang Y, Tang H, et al. Error theory of chord-based measurement system regarding track geometry and improvement by high frequency sampling. Measurement. 2018;115:204–216.
- Wang Y, Tang H, Wang P, et al. Multipoint chord reference system for track irregularity: part I – Theory and methodology. Measurement. 2019;138:240–255.
- Connolly DP, Kouroussis G, Laghrouche O, et al. Benchmarking railway vibrations - Track, vehicle, ground and building effects. Constr Build Mater. 2015;92:64–81.
- Hu J, Bian X, Xu W, et al. Investigation into the critical speed of ballastless track. Transp Geotech. 2019;18:142–148.
- Ling L, Jiang P, Wang K, et al. Nonlinear stability of rail vehicles traveling on vibration-attenuating slab tracks. J Comput Nonlin Dyn. 2020;15(7):071005.