Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation

Wang, Z, Yang, Y, Yu, H-S et al. (1 more author) (2016) Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation. Soil Dynamics and Earthquake Engineering, 90. pp. 432-441. ISSN 0267-7261

Abstract

Metadata

Authors/Creators:
  • Wang, Z
  • Yang, Y
  • Yu, H-S
  • Muraleetharan, KK
Copyright, Publisher and Additional Information: © 2016 Elsevier Ltd. This is an author produced version of a paper published in Soil Dynamics and Earthquake Engineering. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Elastoplastic model; Principal stress rotation; Liquefaction; Earthquake loading; Non-coaxiality
Dates:
  • Published: November 2016
  • Accepted: 3 September 2016
  • Published (online): 21 September 2016
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds) > Institute for Resilient Infrastructure (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 17 Oct 2017 11:15
Last Modified: 06 Feb 2018 12:10
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.soildyn.2016.09.004

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