A hybrid Eulerian–Lagrangian approach for non-self-similar expansion analysis of a cylindrical cavity in saturated and unsaturated critical state soils

Yang, H. orcid.org/0000-0003-4931-0168, Zhuang, P.-Z., Zhang, J.-L. et al. (3 more authors) (2024) A hybrid Eulerian–Lagrangian approach for non-self-similar expansion analysis of a cylindrical cavity in saturated and unsaturated critical state soils. Acta Geotechnica, 19. pp. 2361-2380. ISSN 1861-1125

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Item Type: Article
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© The Author(s) 2024. This is an open access article under the terms of the Creative Commons Attribution License (CC-BY 4.0), which permits unrestricted use, distribution and reproduction in any medium, provided the original work is properly cited.

Keywords: Cavity expansion, Critical state, Hybrid Eulerian–Lagrangian, Finite radial extent, Non-self-similar, Unsaturated soils
Dates:
  • Published: May 2024
  • Published (online): 29 January 2024
  • Accepted: 27 November 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: 02 Feb 2024 11:55
Last Modified: 17 Oct 2024 12:55
Status: Published
Publisher: Springer
Identification Number: 10.1007/s11440-023-02189-5
Open Archives Initiative ID (OAI ID):

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