A large-strain radial consolidation theory for soft clays improved by vertical drains

Geng, X and Yu, H-S (2017) A large-strain radial consolidation theory for soft clays improved by vertical drains. Geotechnique, 67 (11). pp. 1020-1028. ISSN 0016-8505

Abstract

Metadata

Authors/Creators:
  • Geng, X
  • Yu, H-S
Copyright, Publisher and Additional Information: © 2017, ICE Publishing. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Keywords: consolidation; constitutive relations; ground improvement; time dependence
Dates:
  • Published: 1 November 2017
  • Accepted: 9 February 2017
  • Published (online): 3 April 2017
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 09:53
Last Modified: 06 Jul 2018 10:14
Status: Published
Publisher: ICE Publishing
Identification Number: https://doi.org/10.1680/jgeot.15.T.013

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