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Mechanical behaviour of rock containing a persistent joint under uniaxial compression at different strain rates

Author(s): ORCID (State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
(State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
(State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China)
(State Key Laboratory of Geomechanics and Geotechnical Engineering, 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. 2, v. 28
Page(s): 1-22
DOI: 10.1080/19648189.2023.2210633
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: 10.1080/19648189.2023.2210633.
  • About this
    data sheet
  • Reference-ID
    10726274
  • Published on:
    30/05/2023
  • Last updated on:
    14/01/2024
 
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