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Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels and a Case Study

Auteur(s): ORCID (Professor, School of Qilu Transportation, Shandong Univ., Jinan, Shandong 250061, China; Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China; SinoProbe Center-China Deep Exploration Center, Chinese Academ)
(Ph.D. Student, School of Qilu Transportation, Shandong Univ., Jinan, Shandong 250061, China; Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China.)
ORCID (Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China (corresponding author))
(Ph.D. Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China.)
(Ph.D. Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 8, v. 20
Page(s): 04020127
DOI: 10.1061/(asce)gm.1943-5622.0001751
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.1943-5622.0001751.
  • Informations
    sur cette fiche
  • Reference-ID
    10606432
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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