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Numerical study on crack propagation of rock mass using the time sequence controlled and notched blasting method

Auteur(s): (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
Médium: article de revue
Langue(s): anglais
Publié dans: European Journal of Environmental and Civil Engineering, , n. 13, v. 26
Page(s): 1-19
DOI: 10.1080/19648189.2021.1956597
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/19648189.2021.1956597.
  • Informations
    sur cette fiche
  • Reference-ID
    10624773
  • Publié(e) le:
    26.08.2021
  • Modifié(e) le:
    10.12.2022
 
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