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A Theoretical Solution of Deformation and Stress Calculation of the Underlying Tunnel Caused by Foundation Pit Excavation

Author(s): ORCID
ORCID
ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: KSCE Journal of Civil Engineering, , n. 6, v. 28
Page(s): 2399-2408
DOI: 10.1007/s12205-024-0280-8
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/s12205-024-0280-8.
  • About this
    data sheet
  • Reference-ID
    10770634
  • Published on:
    29/04/2024
  • Last updated on:
    20/09/2024
 
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