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Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils

Author(s): (Research Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles 90024.)
(Dept. of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Beijing 100083, China (corresponding author).)
(Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles 90024.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 21
Page(s): 04021050
DOI: 10.1061/(asce)gm.1943-5622.0002008
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: 10.1061/(asce)gm.1943-5622.0002008.
  • About this
    data sheet
  • Reference-ID
    10606686
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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