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Seismic-induced surficial failure of cohesive slopes using three-dimensional limit analysis: A case study of the Wangjiayan landslide in Beichuan, China

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: 10.1007/s11803-024-2255-7.
  • About this
    data sheet
  • Reference-ID
    10794379
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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