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Triaxial direct shear properties, cohesive damage behavior and shear constitutive model of sandstone under high confining pressure

Auteur(s): (Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, China)
ORCID (Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, China)
(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, China)
(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, China)
(Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, China)
Médium: article de revue
Langue(s): anglais
Publié dans: European Journal of Environmental and Civil Engineering, , n. 6, v. 28
Page(s): 1-16
DOI: 10.1080/19648189.2023.2248615
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/19648189.2023.2248615.
  • Informations
    sur cette fiche
  • Reference-ID
    10735697
  • Publié(e) le:
    03.09.2023
  • Modifié(e) le:
    24.04.2024
 
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