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

Autor(en): (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: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: International Journal of Geomechanics, , n. 7, v. 21
DOI: 10.1061/(asce)gm.1943-5622.0002038
Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1061/(asce)gm.1943-5622.0002038.
  • Über diese
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  • Reference-ID
    10606743
  • Veröffentlicht am:
    08.05.2021
  • Geändert am:
    08.05.2021
 
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