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

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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