Shakedown Limits of Slab Track Substructures and Their Implications for Design
Authors:
- 17 July 2020
- book chapter
- Published by Springer Nature
- p. 211-225
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Three-dimensional shakedown analysis of ballasted railway structures under moving surface loads with different load distributionsSoil Dynamics and Earthquake Engineering, 2017
- Shakedown solutions for pavements with materials following associated and non-associated plastic flow rulesComputers and Geotechnics, 2016
- Shakedown analysis for design of flexible pavements under moving loadsRoad Materials and Pavement Design, 2013
- Three-dimensional shakedown solutions for anisotropic cohesive-frictional materials under moving surface loadsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2013
- Residual stresses and shakedown in cohesive-frictional half-space under moving surface loadsGeomechanics and Geoengineering, 2013
- Three-dimensional shakedown solutions for cohesive-frictional materials under moving surface loadsInternational Journal of Solids and Structures, 2012
- Application of the interior‐point method to shakedown analysis of pavementsInternational Journal for Numerical Methods in Engineering, 2008
- Foundation shakedown of offshore platformsComputers and Geotechnics, 1990
- Shakedown in frictional materials under moving surface loadsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1987
- Application of the kinematical shakedown theorem to rolling and sliding point contactsJournal of the Mechanics and Physics of Solids, 1985