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Rapid Prediction of Pile Friction Resistance Based on Soil Deformation Law Caused by a Super Large Diameter Tunnel: A Case Study

Author(s): ORCID


ORCID
ORCID
Medium: journal article
Language(s): English
Published in: KSCE Journal of Civil Engineering, , n. 7, v. 28
Page(s): 3033-3041
DOI: 10.1007/s12205-024-1771-3
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/s12205-024-1771-3.
  • About this
    data sheet
  • Reference-ID
    10770656
  • Published on:
    29/04/2024
  • Last updated on:
    20/09/2024
 
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