Semi-analytical solution for drained expansion analysis of a hollow cylinder of critical state soils

Yang, H. orcid.org/0000-0003-4931-0168, Zhang, J., Yu, H. et al. (1 more author) (2024) Semi-analytical solution for drained expansion analysis of a hollow cylinder of critical state soils. Journal of Rock Mechanics and Geotechnical Engineering, 16 (6). pp. 2326-2340. ISSN 1674-7755

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Item Type: Article
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© 2024 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY- NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

Keywords: Cavity expansion; Drained analysis; Boundary effect; Critical state soil; Non-self-similar; Eulerian-Lagrangian approach
Dates:
  • Published: June 2024
  • Published (online): 28 January 2024
  • Accepted: 19 October 2023
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: 30 Jan 2024 15:55
Last Modified: 23 Oct 2024 13:38
Status: Published
Publisher: Elsevier
Identification Number: 10.1016/j.jrmge.2023.10.018
Open Archives Initiative ID (OAI ID):

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