Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications

Zhuang, P-Z, Yu, H-S orcid.org/0000-0003-3330-1531, Mooney, SJ et al. (1 more author) (2021) Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications. Acta Geotechnica, 16 (1). pp. 237-261. ISSN 1861-1125

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Copyright, Publisher and Additional Information: © Springer-Verlag GmbH Germany, part of Springer Nature 2020. This is an author produced version of an article, published in Acta Geotechnica. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Boundary effect; Cavity contraction; Cavity expansion; Critical-state soil; Thick-walled cylinder tests
Dates:
  • Accepted: 22 May 2020
  • Published (online): 4 June 2020
  • Published: January 2021
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 12 Jan 2021 15:47
Last Modified: 04 Jun 2021 00:38
Status: Published
Publisher: Springer
Identification Number: https://doi.org/10.1007/s11440-020-00994-w

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