Undrained cavity expansion analysis with a unified state parameter model for clay and sand

Mo, PQ and Yu, HS (2017) Undrained cavity expansion analysis with a unified state parameter model for clay and sand. Géotechnique, 67 (6). pp. 503-515. ISSN 0016-8505

Abstract

Metadata

Authors/Creators:
  • Mo, PQ
  • Yu, HS
Copyright, Publisher and Additional Information: (c) ICE Publishing, all rights reserved. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: in situ testing; plasticity; stress path; theoretical analysis
Dates:
  • Published: June 2017
  • Accepted: 14 November 2016
  • Published (online): 19 December 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: 20 Feb 2017 11:54
Last Modified: 19 Dec 2017 01:39
Published Version: https://doi.org/10.1680/jgeot.15.P.261
Status: Published
Publisher: Thomas Telford (ICE Publishing)
Identification Number: https://doi.org/10.1680/jgeot.15.P.261

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