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A Numerical Model for the Bearing Capacity of Anchoring Interface in Composite Rock Mass by A Modified Nonlinear Bond-Slip Model

Author(s): ORCID
ORCID
ORCID

ORCID
ORCID
ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: KSCE Journal of Civil Engineering, , n. 9, v. 28
Page(s): 3631-3645
DOI: 10.1007/s12205-024-1146-9
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/s12205-024-1146-9.
  • About this
    data sheet
  • Reference-ID
    10785059
  • Published on:
    20/06/2024
  • Last updated on:
    20/09/2024
 
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