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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

Author(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)
Medium: journal article
Language(s): English
Published in: Journal of Asian Architecture and Building Engineering
Page(s): 1-17
DOI: 10.1080/13467581.2024.2409787
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/13467581.2024.2409787.
  • About this
    data sheet
  • Reference-ID
    10805018
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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