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Performance of New Type of Foamed Concrete in Supporting Tunnel in Squeezing Rock

Autor(en): (State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China (corresponding author).)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China; Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan, )
ORCID (Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China)
(Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China.)
(Professor, Research Center of Geomechanics and Geotechnical Engineering, Yangtze Univ., Jingzhou, Hubei 434023, China.)
(Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China.)
(Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China.)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: International Journal of Geomechanics, , n. 2, v. 20
Seite(n): 04019173
DOI: 10.1061/(asce)gm.1943-5622.0001543
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.1943-5622.0001543.
  • Über diese
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  • Reference-ID
    10606265
  • Veröffentlicht am:
    08.05.2021
  • Geändert am:
    08.05.2021
 
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