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Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded filament wound profiles

Author(s):


Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 10, v. 13
Page(s): 1268-1283
DOI: 10.1080/15732479.2016.1260601
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: 10.1080/15732479.2016.1260601.
  • About this
    data sheet
  • Reference-ID
    10142363
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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