0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Thermo-Hydro-Mechanical Model for Unsaturated Clay Soils Based on Granular Solid Hydrodynamics Theory

Author(s): (Ph.D. Candidate, Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China.)
(Professor, Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 10, v. 19
Page(s): 04019115
DOI: 10.1061/(asce)gm.1943-5622.0001498
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.1943-5622.0001498.
  • About this
    data sheet
  • Reference-ID
    10606195
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine