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Two-dimensional Elastic Analysis For A Circular Tunnel Lining In The Pre-deformed Ground Due To Initial Stresses

An Approach To Quantitative Evaluation Of The Load Bearing Capacity Of The Surrounding Rock Mass

Author(s): (JAPAN SOCIETY OF CIVIL ENGINEERS)
(JAPAN SOCIETY OF CIVIL ENGINEERS)
(JAPAN SOCIETY OF CIVIL ENGINEERS)
(JAPAN SOCIETY OF CIVIL ENGINEERS)
Medium: journal article
Language(s): English
Published in: 土木学会論文集 (Doboku Gakkai rombunshū), , n. 589, v. 1998
Page(s): 91-98
DOI: 10.2208/jscej.1998.589_91
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: 10.2208/jscej.1998.589_91.
  • About this
    data sheet
  • Reference-ID
    10619673
  • Published on:
    24/08/2021
  • Last updated on:
    24/08/2021
 
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