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Study on monotonic direct shear characteristics of geosynthetics–calcareous sand interface

Author(s): (Post-doctoral Fellow, School of Civil Engineering, Wuhan University, Wuhan, PR China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, PR China (corresponding auth)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, PR China)
(Professor, Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, PR China)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, PR China)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, PR China)
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Page(s): 1-15
DOI: 10.1680/jgeen.23.00331
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: 10.1680/jgeen.23.00331.
  • About this
    data sheet
  • Reference-ID
    10802205
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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