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One-dimensional piecewise-linear large-strain consolidation model for soft clay with anisotropic creep behaviour

Author(s): (Department of Civil Engineering, Jiaxing University, Jiaxing, China)
(Faculty of Science and Engineering, University of Nottingham Ningbo China, Ningbo, China)
(Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 7, v. 28
Page(s): 1-24
DOI: 10.1080/19648189.2023.2264952
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/19648189.2023.2264952.
  • About this
    data sheet
  • Reference-ID
    10743433
  • Published on:
    28/10/2023
  • Last updated on:
    26/04/2024
 
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