Effects of the principal stress rotation in numerical simulations of geotechnical laboratory cyclic tests

Wang, Z, Yang, Y, Lu, N et al. (2 more authors) (2019) Effects of the principal stress rotation in numerical simulations of geotechnical laboratory cyclic tests. Computers and Geotechnics, 109. pp. 220-228. ISSN 0266-352X

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Authors/Creators:
Copyright, Publisher and Additional Information: (c) 2019, Elsevier Ltd. All rights reserved. This is an author produced version of a paper published in Computers and Geotechnics. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Soil elastoplastic model; Principal stress rotation; Liquefaction; Cyclic loading; Numerical simulation
Dates:
  • Published: May 2019
  • Accepted: 29 January 2019
  • Published (online): 6 February 2019
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: 08 Jul 2019 15:48
Last Modified: 08 Jul 2019 15:48
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.compgeo.2019.01.023

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Embargoed until: 6 February 2020

Filename: PSR geo lab cyclic test-WangZhe-computer geotechnics.pdf

Licence: CC-BY-NC-ND 4.0

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