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Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands

Author(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.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 21
DOI: 10.1061/(asce)gm.1943-5622.0002078
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.1943-5622.0002078.
  • About this
    data sheet
  • Reference-ID
    10606762
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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