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Three-Dimensional State-Dependent Fractional Plasticity Model for Soils

Author(s): ORCID (Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Humboldt Research Fellow, Faculty of Civil and Environmental Engineering, Ruhr-Universität Bochum, Bochum 44801, )
(Distinguished Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).)
(M.Sc. Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.)
(M.Sc. Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 20
Page(s): 04019161
DOI: 10.1061/(asce)gm.1943-5622.0001557
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: 10.1061/(asce)gm.1943-5622.0001557.
  • About this
    data sheet
  • Reference-ID
    10606266
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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