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

Publicité

Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition

Auteur(s): (Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 10)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, Chin)
(Associate Professor, College of Marine Science and Technology, China Univ. of Geosciences, Wuhan 430074, China.)
(Postdoctoral Fellow, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 10)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 7, v. 21
DOI: 10.1061/(asce)gm.1943-5622.0002038
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.1943-5622.0002038.
  • Informations
    sur cette fiche
  • Reference-ID
    10606743
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021