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A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete

Author(s): ORCID



ORCID

Medium: journal article
Language(s): English
Published in: Engineering Failure Analysis, , v. 123
Page(s): 105261
DOI: 10.1016/j.engfailanal.2021.105261
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: 10.1016/j.engfailanal.2021.105261.
  • About this
    data sheet
  • Reference-ID
    10668678
  • Published on:
    29/05/2022
  • Last updated on:
    29/05/2022
 
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