A Bayesian methodology for detection of railway ballast damage using the modified Ludwik nonlinear model

Author:

Adeagbo Mujib Olamide,Lam Heung-Fai,Ni Yi Qing

Funder

University Grants Committee Research Grants Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference53 articles.

1. Deformation and degradation mechanisms of railway ballast under high frequency cyclic loading;Sun;J Geotech Geoenviron Eng,2016

2. Herron D, Jones C, Thompson D, Rhodes D. Characterising the high-frequency dynamic stiffness of railway ballast. In: Proceedings of the 16th International Congress on Sound and Vibration (ICSV 2009). Kraków, Poland; 2009. p. 2974–81.

3. Modern Railway Track;Esveld,2001

4. The Bayesian methodology for the detection of railway ballast damage under a concrete sleeper;Lam;Eng Struct,2014

5. Effect of improper ballast packing/ tamping on dynamic behaviours of on-track railway concrete sleeper;Kaewunruen;Int J Struct Stab Dyn,2007

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