Improving the lateral resistance of curved ballasted tracks using SPGS-anchored sleepers: Experimental and DEM analysis
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit
Published online on May 14, 2026
Abstract
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, Ahead of Print.
Curved railway tracks are susceptible to lateral instability due to the combined effects of centrifugal forces, reduced ballast confinement, and thermally induced stresses in continuous welded rails. These factors increase the risk of track misalignment, ...
Curved railway tracks are susceptible to lateral instability due to the combined effects of centrifugal forces, reduced ballast confinement, and thermally induced stresses in continuous welded rails. These factors increase the risk of track misalignment, ...