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Micromechanical behavior of jointed rock masses under uniaxial compression loading: a numerical study based on the discrete element method

Author(s): ORCID (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
(Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
ORCID (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
ORCID (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
(Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 12, v. 27
Page(s): 1-26
DOI: 10.1080/19648189.2022.2146205
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: 10.1080/19648189.2022.2146205.
  • About this
    data sheet
  • Reference-ID
    10697086
  • Published on:
    12/12/2022
  • Last updated on:
    12/09/2023
 
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