A Comparison between a Shakedown Design Approach and the Analytical Design Approach in the UK for Flexible Road Pavements

Wang, J, Liu, S and Yu, H-S (2016) A Comparison between a Shakedown Design Approach and the Analytical Design Approach in the UK for Flexible Road Pavements. In: Procedia Engineering. 3rd International Conference on Transportation Geotechnics, 04-07 Sep 2016, Guimarães, Portugal. Elsevier , pp. 971-978.

Abstract

Metadata

Authors/Creators:
  • Wang, J
  • Liu, S
  • Yu, H-S
Copyright, Publisher and Additional Information: (c) 2016, The Authors. Published by Elsevier B.V. This is an open access article under the terms of the Creative Commons Attribution Non-Commercial No Derivatives License.
Keywords: shakedown design; analytical design; flexible road pavements; temperature
Dates:
  • Published: 13 July 2016
  • Published (online): 13 July 2016
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 03 Nov 2017 14:19
Last Modified: 15 Nov 2017 16:23
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.proeng.2016.06.085

Share / Export

Statistics