Stress changes in the ground below ballasted railway track during train passage

Last updated on 19 September 2014 12:13
The design of railway track formations has traditionally been empirically rather than analytically based, with ballast and sub-ballast layer thicknesses specified mainly on the basis of previous practice. Recent design methods are more scientifically based, and for the most advanced design methods currently in use, input parameters are typically determined...
Author(s): Powrie W;Yang L A;Clayton C R I
2007
United Kingdom
Log in or register to continue
Register for free individual access
  • Unlock research, articles and more
  • Get updates on RSSB’s activities