Enhancement of rail track performance through utilisation of geosynthetic inclusions

[1]  Dingqing Li,et al.  Transition of Railroad Bridge Approaches , 2005 .

[2]  Sanjay Nimbalkar,et al.  The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement , 2010 .

[3]  Nick Thom,et al.  Discrete element modelling of cyclic loads of geogrid-reinforced ballast under confined and unconfined conditions , 2012 .

[4]  B. Indraratna,et al.  Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading , 2007 .

[5]  Sanjay Nimbalkar,et al.  The role of ballast fouling characteristics on the drainage capacity of rail substructure , 2012 .

[6]  Buddhima Indraratna,et al.  DEFORMATION AND DEGRADATION MECHANICS OF RECYCLED BALLAST STABILISED WITH GEOSYNTHETICS , 2003 .

[7]  G. Raymond.  Reinforced ballast behaviour subjected to repeated load , 2002 .

[8]  D Lyon,et al.  THE EFFECT OF TRACK AND VEHICLE PARAMETERS ON WHEEL/RAIL VERTICAL DYNAMIC FORCES , 1974 .

[9]  M J Shenton.  DEFORMATION OF RAILWAY BALLAST UNDER REPEATED LOADING CONDITIONS , 1975 .

[10]  B. Indraratna,et al.  Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics , 2010 .

[11]  Sanjay Nimbalkar,et al.  Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics , 2013 .

[12]  Richard J. Bathurst,et al.  GEOGRID REINFORCEMENT OF BALLASTED TRACK , 1987 .

[13]  Sanjay Nimbalkar,et al.  Improved Performance of Railway Ballast under Impact Loads Using Shock Mats , 2012 .

[14]  Braja M. Das,et al.  Geogrid-reinforced railroad bed settlement due to cyclic load , 2002 .

[15]  A. López-Pita,et al.  Numerical Modeling of High-Speed Train/Track System to Assess Track Vibrations and Settlement Prediction , 2013 .

[16]  Nayoma C Tennakoon.  Geotechnical study of engineering behaviour of fouled ballast , 2012 .

[17]  Bhanitiz Aursudkij,et al.  A Laboratory Study of Railway Ballast Behaviour: Under Traffic Loading and Tamping Maintenance , 2009 .

[18]  B. Indraratna,et al.  Advanced Rail Geotechnology – Ballasted Track , 2011 .

[19]  Sz. Fischer,et al.  Superstructure Stabilization of Ballast Bedded Railway Tracks with Geogrids , 2011 .

[20]  Buddhima Indraratna,et al.  Effect of confining pressure on the degradation of ballast under cyclic loading , 2005 .

[21]  Ennio M. Palmeira,et al.  Performance of geosynthetic-reinforced alternative sub-ballast material in a railway track. , 2008 .

[22]  Nick Thom,et al.  Identifying the key parameters that influence geogrid reinforcement of railway ballast , 2007 .

[23]  Ernest T. Selig,et al.  Track Geotechnology and Substructure Management , 1995 .

[24]  Erol Tutumluer,et al.  Laboratory Characterization of Coal Dust Fouled Ballast Behavior , 2008 .

[25]  Sanjay Nimbalkar,et al.  Future of Australian rail tracks capturing higher speeds with heavier freight , 2012 .