0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Undrained Bearing Capacity of Two Strip Footings on a Spatially Variable Soil with Linearly Increasing Mean Strength

Auteur(s): (Doctoral Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
(Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).)
(Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
(Doctoral Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 2, v. 21
Page(s): 06020037
DOI: 10.1061/(asce)gm.1943-5622.0001904
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0001904.
  • Informations
    sur cette fiche
  • Reference-ID
    10606592
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine