A unified analytical solution for elastic–plastic stress analysis of a cylindrical cavity in Mohr–Coulomb materials under biaxial in situ stresses

Zhuang, PZ orcid.org/0000-0002-7377-7297 and Yu, HS orcid.org/0000-0003-3330-1531 (2019) A unified analytical solution for elastic–plastic stress analysis of a cylindrical cavity in Mohr–Coulomb materials under biaxial in situ stresses. Géotechnique, 69 (4). pp. 369-376. ISSN 0016-8505

Abstract

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Authors/Creators:
Copyright, Publisher and Additional Information: © ICE Publishing, all rights reserved. This is an author produced version of a paper published in Géotechnique. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: K0 effect; cavity expansion/contraction; complex variable theory; elastoplastic stress analysis
Dates:
  • Published: April 2019
  • Accepted: 1 June 2018
  • Published (online): 5 June 2018
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: 12 Jun 2018 10:26
Last Modified: 05 Jun 2019 00:43
Status: Published
Publisher: Thomas Telford (ICE Publishing)
Identification Number: https://doi.org/10.1680/jgeot.17.p.281

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