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Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure

Auteur(s): (Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China; Univ. of Chinese Academy of Sciences, Beijing 100049, PR China.)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China (corresponding author).)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 1, v. 20
Page(s): 04019137
DOI: 10.1061/(asce)gm.1943-5622.0001523
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.1943-5622.0001523.
  • Informations
    sur cette fiche
  • Reference-ID
    10606224
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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