@inproceedings{40ca158f3fa04d28b01412c05497b834,
title = "Shakedown of multi-layered pavements under repeated moving surface loads",
abstract = "Shakedown theory can distinguish different long-term behaviours of elastic-plastic structures subjected to repeated or cyclic loads; therefore it has been suggested as a more rational theoretical foundation for pavement design. In this paper, a numerical step-by-step approach is used to obtain shakedown limits of pavements based on investigation of the development of residual stress fields in layered pavements under repeated moving surface loads. Analyses were conducted for two-layered and four-layered pavements assuming Mohr- Coulomb materials. The numerical results agree well with previous shakedown solutions obtained by Wang and Yu (2013b) using Melan's static shakedown theorem.",
author = "S. Liu and J. Wang and Yu, {H. S.} and D. Wanatovski",
note = "Publisher Copyright: {\textcopyright} The authors and ICE Publishing: All rights reserved, 2015. Copyright: Copyright 2017 Elsevier B.V., All rights reserved.; 16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015 ; Conference date: 13-09-2015 Through 17-09-2015",
year = "2015",
language = "English",
series = "Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015",
publisher = "ICE Publishing",
pages = "307--312",
editor = "Smith, {Derek M.} and Eldred, {Peter J.L.} and Winter, {Mike G.} and Eldred, {Peter J.L.} and Toll, {David G.} and Winter, {Mike G.}",
booktitle = "Geotechnical engineering for infrastructure and development",
address = "United Kingdom",
}