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Constitutive Modeling of Kinematic Hardening Behavior of Saturated Anisotropic Soils

Author(s): ORCID (Professor, State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Engineering, Sichuan Univ., Chengdu 610065, China (corresponding author))
(Professor, Dept. of Civil and Water Engineering, Laval Univ., Quebec City, QC, Canada G1V 0A6.)
(Professor, Dept. of Civil and Water Engineering, Laval Univ., Quebec City, QC, Canada G1V 0A6.)
(Senior Engineer, Dept. of Civil and Water Engineering, Laval Univ., Quebec City, QC, Canada G1V 0A6.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 17
Page(s): 04016063
DOI: 10.1061/(asce)gm.1943-5622.0000732
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.1943-5622.0000732.
  • About this
    data sheet
  • Reference-ID
    10605442
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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