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Stability and failure probability analysis of super-large irregularly shaped deep excavation in coastal area considering spatial variability in soil properties

Auteur(s): (School of Civil Engineering, Hefei University of Technology, Hefei, China)
(School of Civil Engineering, Hefei University of Technology, Hefei, China)
(Architectural Engineering Institute, Zhejiang Tongji Vocational College of Science and Technology, Hangzhou, China)
(School of Civil Engineering, Hefei University of Technology, Hefei, China)
(Ministry of Education Rock and Soil Drilling and Protection Research Center, Zhejiang Institute, China University of Geosciences, Wuhan, China)
(School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, China)
(School of Resources and Safety Engineering, Central South University, Changsha, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Journal of Asian Architecture and Building Engineering
Page(s): 1-17
DOI: 10.1080/13467581.2024.2409787
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/13467581.2024.2409787.
  • Informations
    sur cette fiche
  • Reference-ID
    10805018
  • Publié(e) le:
    10.11.2024
  • Modifié(e) le:
    10.11.2024
 
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