Shakedown analysis and its application in pavement and railway engineering
Authors:
- Juan WangJWJuan Wang
- Hai-Sui YuHYHai-Sui Yu
- 1 October 2021
- journal article
- research article
- Published by Elsevier in Computers and Geotechnics
- Vol. 138
Abstract
No abstract availableKeywords
Funding Information
- Science and Technology Department of Zhejiang Province (2020E10018)
This publication has 54 references indexed in Scilit:
- Residual stresses and shakedown in cohesive-frictional half-space under moving surface loadsGeomechanics and Geoengineering, 2013
- Validation experiments for lower-bound shakedown theory applied to layered pavement systemsGéotechnique, 2012
- The linear matching method for the shakedown analysis of geotechnical problemsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2005
- Shakedown of Unbound PavementsRoad Materials and Pavement Design, 2005
- The Linear Matching Method for Shakedown and Limit Analyses Applied to Rolling and Sliding Point Contact ProblemsRoad Materials and Pavement Design, 2005
- Permanent Deformation Behavior of Granular Materials and the Shakedown ConceptTransportation Research Record: Journal of the Transportation Research Board, 2001
- Load and Displacement Prediction for Shakedown Analysis of Layered PavementsTransportation Research Record: Journal of the Transportation Research Board, 2000
- Shakedown theorems for some classes of nonassociative hardening elastic-plastic material modelsInternational Journal of Plasticity, 1995
- Shakedown in frictional materials under moving surface loadsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1987
- Yield and shakedown states in the contact of generally curved bodiesThe Journal of Strain Analysis for Engineering Design, 1984