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

Author(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.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 20
Page(s): 04020011
DOI: 10.1061/(asce)gm.1943-5622.0001620
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.1943-5622.0001620.
  • About this
    data sheet
  • Reference-ID
    10606298
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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