Effects of track irregularities on environmental vibration caused by underground railway

Abstract A mixed two- and three-dimensional model is developed to simulate the dynamic track-tunnel-soil interaction in underground railway with ballastless track taking into account the moving train comprising a number of carriages, the track irregularities, and interaction among various components of the system. The effects of different track irregularities on the environmental vibration generated by underground railway with direct fixation and floating slab tracks are investigated. The results show that random track irregularities have large effects on the environmental vibration compared with perfectly smooth track condition. For direct fixation tracks, the environmental vibration induced by the irregularity of short wavelength is more significant than that induced by the irregularity of medium wavelength. However, for floating slab tracks, the environmental vibration induced by the irregularity of short wavelength is less significant than that induced by the irregularity of medium wavelength. The track irregularity samples measured by track geometry measuring car should therefore be used together with the short-wavelength random track irregularity for accurate prediction of the environmental vibration induced by underground railway with direct fixation track.

[1]  Geert Degrande,et al.  Modelling of continuous and discontinuous floating slab tracks in a tunnel using a periodic approach , 2010 .

[2]  Nao-Aki Noda,et al.  ANALYSES OF DYNAMIC RESPONSE OF VEHICLE AND TRACK COUPLING SYSTEM WITH RANDOM IRREGULARITY OF TRACK VERTICAL PROFILE , 2002 .

[3]  Nathan M. Newmark,et al.  A Method of Computation for Structural Dynamics , 1959 .

[4]  Ralf Klein,et al.  A numerical model for ground-borne vibrations from underground railway traffic based on a periodic finite element–boundary element formulation , 2006 .

[5]  José Guilherme Santos da Silva,et al.  Fatigue analysis and life prediction of composite highway bridge decks under traffic loading , 2013 .

[6]  Hugh Hunt,et al.  Voids at the tunnel-soil interface for calculation of ground vibration from underground railways , 2011 .

[7]  W. Gardien,et al.  Modelling of soil vibrations from railway tunnels , 2003 .

[8]  Mohammed Hussein,et al.  The effect of a twin tunnel on the propagation of ground-borne vibration from an underground railway , 2011 .

[9]  Chris Jones,et al.  Prediction of ground vibration from trains using the wavenumber finite and boundary element methods , 2006 .

[10]  J. Nielsen High-frequency vertical wheel-rail contact forces-Validation of a prediction model by field testing , 2008 .

[11]  V K Garg,et al.  Dynamics of railway vehicle systems , 1984 .

[12]  Yeong-Bin Yang,et al.  Effect of railway roughness on soil vibrations due to moving trains by 2.5D finite/infinite element approach , 2013 .

[13]  Hem Hunt,et al.  A numerical model for calculating vibration due to a harmonic moving load on a floating-slab track with discontinuous slabs in an underground railway tunnel , 2009 .

[15]  Geert Lombaert,et al.  A 2.5D coupled FE-BE model for the prediction of railway induced vibrations , 2010 .

[16]  Qingyuan Xu,et al.  Comparison of 2D and 3D prediction models for environmental vibration induced by underground railway with two types of tracks , 2015 .

[17]  Shen-Haw Ju,et al.  Mass types, element orders and solution schemes for the Richards equation , 1997 .

[18]  Weining Liu,et al.  Metro train-induced vibrations on historic buildings in Chengdu, China , 2011 .

[19]  Geert Lombaert,et al.  Prediction of vibrations induced by underground railway traffic in Beijing , 2007 .

[20]  David Thompson The Influence of the Contact Zone on the Excitation of Wheel/Rail Noise , 2003 .

[21]  Y B Yang,et al.  Soil Vibrations Caused by Underground Moving Trains , 2008 .

[22]  A.E.J. Hardy,et al.  The influence of real-world rail head roughness on railway noise prediction , 2006 .

[23]  Jens C. O. Nielsen,et al.  Numerical prediction of rail roughness growth on tangent railway tracks , 2003 .

[24]  Gu Yin,et al.  3D CONSISTENT VISCOUS-SPRING ARTIFICIAL BOUNDARY AND VISCOUS-SPRING BOUNDARY ELEMENT , 2007 .

[25]  Hem Hunt,et al.  Ground vibration generated by trains in underground tunnels , 2006 .

[26]  Hugh Hunt,et al.  Predicting surface vibration from underground railways through inhomogeneous soil , 2012 .

[27]  Xiaoping Chen,et al.  Study on vibration reduction slab track and adjacent transition section in high-speed railway tunnel , 2015 .

[28]  Geert Degrande,et al.  A comparison of two numerical models for the prediction of vibrations from underground railway traffic , 2007 .

[29]  Geert Lombaert,et al.  Influence of tunnel and soil parameters on vibrations from underground railways , 2009 .

[30]  Geert Degrande,et al.  Vibrations due to a test train at variable speeds in a deep bored tunnel embedded in London clay , 2004 .

[31]  Morteza Ahmadi,et al.  Numerical analysis of ground surface vibration induced by underground train movement , 2012 .