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Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel

Auteur(s): ORCID (Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Professor, Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mi)
(Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
(Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
(Professor, Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern Univ., Shenyang, Liaoning 110819, China.)
(Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 3, v. 20
Page(s): 04020011
DOI: 10.1061/(asce)gm.1943-5622.0001620
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0001620.
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  • Reference-ID
    10606298
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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