The characteristics of train passages over intact or damaged slab tracks on different soils have been calculated by the finite-element boundary-element method or the wavenumber-domain method. The influence of track and soil parameters on the distribution of track displacements and soil forces has been analysed. The measured and calculated displacement time histories of train passages could be used to identify track damages such as loose sleepers or a loose track plate. The time histories and spectra of soil forces can explain the measured ground vibration reduction in the slab tracks. The calculated displacement and force distributions of slab tracks on continuous soils do not fulfil the Winkler hypothesis, and Winkler models should not be used for track analysis.
ZimmermannH. Die berechnung des eisenbahnoberbaus, Berlin: Ernst&Korn Verlag, 1888.
2.
WinklerE. Die lehre von der elastizität und festigkeit, Prague: Dominicus, 1867.
3.
KnotheKGrassieS. Modelling of railway track and vehicle/track interaction at high frequencies. Veh Syst Dyn1993; 22: 209–262.
4.
Zhai W. The vertical coupling dynamics of vehicle and track as an integral system. PhD Thesis, Southwest Jiaotong University, China, 1991.
5.
MilneDLe PenLThompsonD, et al.Properties of train load frequencies and their applications. J Sound Vib2017; 397: 123–140.
6.
DietermannHMetrikineA. Steady state displacements of a beam on an elastic half-space due to a uniformly moving constant load. Eur J Mech A/Solids1997; 16: 295–306.
7.
GrundmannHLiebMTrommerE. The response of a layered half-space to traffic loads moving along its surface. Arch Appl Mech1999; 69: 55–67.
8.
ShengXJonesCPetytM. Ground vibration generated by a load moving along a railway track. J Sound Vib1999; 225: 129–156.
9.
MadshusCKayniaA. High speed railway lines on soft ground: dynamic behaviour at critical speed. J Sound Vib2000; 231: 689–701.
10.
Dinkel J. Ein semi-analytisches Modell zur dynamischen Berechnung des gekoppelten Systems Fahrzeug-Fahrweg-Untergrund für das Oberbausystem Feste Fahrbahn. Dissertation, Technische Universität München, Germany, 2000.
11.
Yu M. Vertikale Wechselwirkung von Fester Fahrbahn und Schienenfahrzeug. PhD Thesis, TU Berlin, Germany, 2001.
12.
LombaertGDegrandeGVanhauwereB, et al.The control of ground-borne vibrations from railway traffic by means of continuous floating slabs. J Sound Vib2006; 297: 946–961.
13.
SteenbergenMMetrikineAEsveldC. Assessment of design parameters of a slab track railway system from a dynamic viewpoint. J Sound Vib2007; 306: 361–371.
14.
GalvinPRomeroADominguezJ. Vibrations induced by HST passage on ballast and non-ballast tracks. Soil Dyn Earthq Eng2010; 30: 862–873.
15.
TakemiyaHBianX. Substructure simulation of inhomogeneous track and layered ground dynamic interaction under train passage. J Eng Mech ASCE2005; 131: 699–711.
16.
JonesC. Use of numerical models to determine the effectiveness of anti-vibration system for railways. Proc Instn Civil Engrs-Transport1994; 105: 43–51.
17.
ShengXJonesCThompsonD. A theoretical study on the influence of the track on train-induced ground vibration. J Sound Vib2004; 272: 909–936.
18.
AuerschL. The dynamic behaviour of slab tracks on homogeneous and layered soils and the reduction of ground vibration by floating slab tracks. J Eng Mech2012; 138: 923–933.
19.
JuSLinH. Experimentally investigating finite element accuracy for ground vibrations induced by high-speed trains. Eng Struct2008; 30: 733–746.
20.
AuerschL. Dynamics of the railway track and the underlying soil – the boundary-element solution, theoretical results and their experimental verification. Veh Syst Dyn2005; 43: 671–695.
GalvinPFrancoisSSchevenelsM, et al.A 2.5D coupled FE-BE model for the prediction of railway induced vibrations. Soil Dyn Earthq Eng2010; 30: 1500–1512.
23.
Alves CostaPCalcadaRCardosoA. Track-ground vibrations induced by railway traffic – in situ measurements and validation of a 2.5D FEM-BEM model. Soil Dyn Earthq Eng2012; 32: 111–128.
24.
EkevidTWibergN. Wave propagation related to high-speed train – a scaled boundary FE-approach for unbounded domains. Comput Methods Appl Mech Eng2002; 191: 3947–3964.
25.
Bronsert J. Numerische Modellierung der Fahrzeug-Fahrweg-Wechselwirkung an Eisenbahnfahrwegen und ihre Anwendung im Brückenübergangsbereich. PhD Thesis, TU Berlin, Germany, 2017.
26.
Yoshioka O. Basic characteristics of Shinkansen-induced ground vibration and its reduction measures. In: Proceedings of Wave 2000, Balkema, Rotterdam, 2000, pp.219–237.
27.
DegrandeGSchillemannsL. Free field vibrations during the passage of a Thalys high-speed train at variable speed. J Sound Vib2001; 247: 131–144.
28.
AuerschL. Ground vibration due to railway traffic – the calculation of the effects of moving static loads and their experimental verification. J Sound Vib2006; 293: 599–610.
29.
GalvinPDominguezJ. Experimental and numerical analyses of vibrations induced by high-speed trains on the Cordoba-Malaga line. Soil Dyn Earthq Eng2009; 29: 641–657.
30.
LombaertGDegrandeG. Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains. J Sound Vib2009; 319: 1036–1066.
31.
TriepaischajonsakNThompsonDJonesC, et al.Ground vibration from trains: experimental parameter characterisation and validation of a numerical model. J Rail Rapid Transit2011; 225: 140–153.
32.
KouroussisGVerlindenOContiC. Free field vibrations caused by high-speed lines: measurements and time domain simulation. Soil Dyn Earthq Eng2011; 31: 692–707.
33.
Romero A. Predicción, medida experimental y evaluación de las vibraciones producidas por el tráfico ferroviario. PhD Thesis, University of Sevilla, Spain, 2012.
34.
ZhaiWWeiKSongX, et al.Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dyn Earthq Eng2015; 72: 24–36.
35.
AuerschL. Simultaneous measurements of the vehicle, track, and soil vibrations at a surface, bridge, and tunnel railway line. Shock Vib2017. ID 1959286: 1–18.
36.
Maldonado, M. Vibrations dues au Passage d'un Tramway: Mesures Experimentales et Simulations Numériques. PhD Thesis, École Centrale de Nantes, France, 2008.
37.
Alves Costa P. Vibrações do sistema via-maciço induzidas por tráfego ferroviário - modelação numérica e validação experimental. PhD Thesis, University of Porto, Portugal, 2011.
38.
ArlaudECosta D'AguiarSBalmesE. Receptance of railway tracks at low frequency: numerical and experimental approaches. Transp Geotech2016; 9: 1–16.
39.
AuerschLSaidS. Track-soil dynamics – calculation and measurement of damaged and repaired slab tracks. Transp Geotech2017; 12: 1–14.
40.
Berggren E. Railway track stiffness - dynamic measurements and evaluation for efficient maintenance. Doctoral Thesis, KTH Stockholm, Sweden, 2009.
41.
Wang P, Xu H and Chen R. Effect of cement asphalt mortar debonding on dynamic properties of CRTS II slab ballastless track. In: Advances in materials science and engineering, 2014, article 193128, 8 pp.
42.
RenJYangRWangP, et al.Influence of contact loss underneath concrete underlayer on dynamic performance of prefabricated concrete slab track. Rail Rapid Transp2017; 231: 1.
43.
XuJWangPLiuH, et al.Identification of internal damage in ballastless tracks based on Gaussian curvature mode shapes. J Vibroeng2016; 18: 5217–5229.
44.
ZhuSCaiCZhaiW. Interface damage assessment of railway slab track based on reliability techniques and vehicle-track interactions. J Transp Eng2016; 142: 12, article 04016041.
45.
HanJZhaoGXiaoX, et al.Effect of softening of cement asphalt mortar on vehicle operation safety and track dynamics. J Zhejiang Univ-Sci A (Appl Phys & Eng)2015; 16: 976–986.
46.
KayniaAParkJNorén-CosgriffK. Effect of track defects on vibration from high speed train. Procedia Eng2017; 199: 2681–2686.
47.
BownessDLockAPowrieW, et al.Monitoring the dynamic displacements of railway tracks. Rail Rapid Transp2007; 221: 13–22.
48.
Le PenLWatsonGPowrieW, et al.The behaviour of railway level crossings: insights through field monitoring. Transp Geotech2014; 1: 201–213.
49.
CuiYLamas-LopezFTrinhV, et al.Investigation of interlayer soil behaviour by field monitoring. Transp Geotech2014; 1: 91–105.
50.
MilneDLe PenLThompsonD, et al.Automated processing of railway track deflection signals obtained from velocity and accelerometer measurements. Rail Rapid Transp2018; 232: 2097–2110.
51.
AuerschL. Dynamics of the railway track and the underlying soil: the boundary-element solution, theoretical results and their experimental verification. Veh Syst Dyn2005; 43: 671–695.
52.
AuerschL. Wave propagation in layered soil, theoretical solution in wavenumber domain and experimental results of hammer and railway traffic excitation. J Sound Vib1994; 173: 233–264.
53.
AuerschL. Dynamic interaction of various beams with the underlying soil – finite and infinite, half-space and Winkler models. Eur J Mech A/Solids2008; 27: 933–958.
54.
AuerschL. Dynamic axle loads on tracks with and without ballast mats – numerical results of three-dimensional vehicle-track-soil models. J Rail Rapid Transit2006; 220: 169–183.
55.
Staiger M and Meunier H. Freystadtl: Erschütterungsmessungen begleitend zum Projekt Noemie. Prüfbericht 12.1-PR-0086-03, DB Systemtechnik, München, 2005.
56.
Savidis S, Bode C, Bergmann S, et al. Analyse und Integration der Minderungsmaßnahmen. Schlussbericht zum BMBF-Vorhaben Nr. 19U0039C, TU Berlin, 2006.
57.
AuerschL. Static and dynamic behaviours of isolated and un-isolated ballast tracks using a fast wavenumber domain method. Arch Appl Mech2017; 87: 555–574.
58.
AuerschL. Ground vibration due to railway traffic – the calculation of the effects of moving static loads and their experimental verification. J Sound Vib2006; 293: 599–610.
59.
AuerschL. Realistic axle-load spectra from ground vibrations measured near railway lines. Int J Rail Transport2015; 3: 180–200.
60.
Hunt H. Types of rail roughness and the selection of vibration isolation measures. In: Proceedings of 9th international workshop on railway noise and vibration, Munich, Germany, 2007, pp.341–347.
61.
Nélain B and Vincent N. The effect of parametric excitation on ground borne vibration in railway applications. In: Proceedings of EURODYN, Porto, Portugal, 2014, pp.1–7 (CD-ROM).
62.
AuerschL. Excitation of ground vibration due to the passage of trains over a track with trackbed irregularities and a varying support stiffness. Veh Syst Dyn2015; 53: 1–29.
63.
VerachtertRHuntHHusseinM, et al.Changes of perceived unevenness by in-track vibration countermeasures in slab track. Eur J Mech A/Solids2017; 65: 40–58.
