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Critical-State Fractional Model and Its Numerical Scheme for Isotropic Granular Soil Considering State Dependence

Author(s): ORCID (Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Jiangsu Research Center for Geotechnical Engineering Technology, Hohai Univ., Nanjing 210098, China (corresponding author))
(Distinguished Professor, College Dean, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
(Lecturer, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 19
Page(s): 04019001
DOI: 10.1061/(asce)gm.1943-5622.0001353
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.1943-5622.0001353.
  • About this
    data sheet
  • Reference-ID
    10606053
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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