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Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion

Auteur(s): ORCID (Associate Professor, Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing Univ., Xi’an 710123, China (corresponding author))
(Professor, State Key Laboratory Base of Eco-hydraulics Engineering in Northwest Arid Area, Xi’an Univ. of Technology, Xi’an 710048, China.)
ORCID (Associate Professor, Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing Univ., Xi’an 710123, China)
(Professor, State Key Laboratory Base of Eco-hydraulics Engineering in Northwest Arid Area, Xi’an Univ. of Technology, Xi’an 710048, China.)
(Professor, College of Architectural and Civil Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China.)
(Associate Professor, State Key Laboratory Base of Eco-hydraulics Engineering in Northwest Arid Area, Xi’an Univ. of Technology, Xi’an 710048, China.)
(Professor, Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing Univ., Xi’an 710123, China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 1, v. 21
Page(s): 06020033
DOI: 10.1061/(asce)gm.1943-5622.0001885
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.1943-5622.0001885.
  • Informations
    sur cette fiche
  • Reference-ID
    10606581
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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