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Elastic Anisotropic Viscoplastic Modeling of the Strain-Rate-Dependent Stress–Strain Behavior of K0-Consolidated Natural Marine Clays in Triaxial Shear Tests

Author(s): (Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, No. 34, Hu-Ju-Guan, Nanjing, China, 210024; formerly, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.)
(Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, No. 34, Hu-Ju-Guan, Nanjing, China, 210024; formerly, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.)
(Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, No. 34, Hu-Ju-Guan, Nanjing, China, 210024; formerly, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.)
(Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, No. 34, Hu-Ju-Guan, Nanjing, China, 210024; formerly, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 5
Page(s): 218-232
DOI: 10.1061/(asce)1532-3641(2005)5:3(218)
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)1532-3641(2005)5:3(218).
  • About this
    data sheet
  • Reference-ID
    10604530
  • Published on:
    09/05/2021
  • Last updated on:
    09/05/2021
 
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