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Stability analysis of shield tunnel face in sandy pebble strata considering the route slope angle

Author(s): (School of Highway, Chang’an University, Xi’an, China)
ORCID (School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
(School of Civil Engineering, Southwest Jiaotong University, Chengdu, China)
(China Railway First Survey and Design Institute Group Ltd, Xi’an, China)
(China Railway First Survey and Design Institute Group Ltd, Xi’an, China)
ORCID (School of Highway, Chang’an University, Xi’an, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 9, v. 28
Page(s): 1-22
DOI: 10.1080/19648189.2023.2293820
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: 10.1080/19648189.2023.2293820.
  • About this
    data sheet
  • Reference-ID
    10758833
  • Published on:
    23/03/2024
  • Last updated on:
    31/08/2024
 
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