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Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands

Auteur(s): (Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.)
(Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Dept. of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing100049, )
(Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK.)
ORCID (Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK (corresponding author))
(Lecturer, Dept. of Civil and Environmental Engineering, Brunel Univ. London, London UB8 3PH, UK.)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 7, v. 21
DOI: 10.1061/(asce)gm.1943-5622.0002078
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.1943-5622.0002078.
  • Informations
    sur cette fiche
  • Reference-ID
    10606762
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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