Effects of principal stress rotation on the wave–seabed interactions

Wang, Z, Yang, Y and Yu, H-S (2017) Effects of principal stress rotation on the wave–seabed interactions. Acta Geotechnica, 12 (1). pp. 97-106. ISSN 1861-1125



  • Wang, Z
  • Yang, Y
  • Yu, H-S
Copyright, Publisher and Additional Information: © The Author(s) 2016. This article is published with open access at Springerlink.com. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://crea tivecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Keywords: Liquefaction; Non-coaxiality; Principal stress rotation; Soil elastoplastic model; The finite element method
  • Published: February 2017
  • Accepted: 17 February 2016
  • Published (online): 21 March 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: 24 Nov 2017 12:15
Last Modified: 24 Nov 2017 12:15
Status: Published
Publisher: Springer
Identification Number: https://doi.org/10.1007/s11440-016-0450-z

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