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Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition

Author(s): (Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 10)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, Chin)
(Associate Professor, College of Marine Science and Technology, China Univ. of Geosciences, Wuhan 430074, China.)
(Postdoctoral Fellow, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 10)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 21
DOI: 10.1061/(asce)gm.1943-5622.0002038
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.1943-5622.0002038.
  • About this
    data sheet
  • Reference-ID
    10606743
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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