Prediction of permanent deformation in railway track

Last updated on 03 December 2013 11:40
This research has investigated the deformation behaviour of railway ballast, particularly the vertical settlements under repeated traffic loading. Experiments, using a large scale triaxial test and a Composite Element Test (CET), were conducted to study ballast deformation under different confining pressures and loading conditions. Computational analysis was deployed to calculate...
Author(s): Shi X.;Thom N.H.
Organisation(s): University of Nottingham ;
2009
United Kingdom
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