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Soil—pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions

Author(s): (Department of Engineering, University of Cambridge UK)
(Department of Engineering, University of Cambridge UK)
(Department of Engineering, University of Cambridge UK)
(Department of Engineering, University of Cambridge UK)
Medium: journal article
Language(s): English
Published in: Géotechnique, , n. 6, v. 55
Page(s): 461-466
DOI: 10.1680/geot.2005.55.6.461
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/geot.2005.55.6.461.
  • About this
    data sheet
  • Reference-ID
    10741385
  • Published on:
    25/09/2023
  • Last updated on:
    25/09/2023
 
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