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Failure mode of deteriorated concrete tunnel sections under subsidence and localised shear

Author(s): (Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan)
(Department of Civil Engineering, Yokohama National University, Yokohama, Japan)
(Department of Civil Engineering, Yokohama National University, Yokohama, Japan)
(Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan)
(Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan)
(Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan)
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Structures and Buildings, , n. 10, v. 176
Page(s): 1-37
DOI: 10.1680/jstbu.20.00150
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: 10.1680/jstbu.20.00150.
  • About this
    data sheet
  • Reference-ID
    10607087
  • Published on:
    15/05/2021
  • Last updated on:
    14/01/2024
 
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