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Evolution of Particle Breakage for Calcareous Sands during Ring Shear Tests

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.)
ORCID (Visiting Research Fellow, State Key Laboratory of Geotechnical and Underground Engineering, Tongji Univ., Ministry of Education, Shanghai 200092, China; Associate Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, College of Wat)
(Geotechnical Engineer, Guangxi Road and Bridge Engineering Group Co., Ltd, Nanning 530011, China.)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.)
(Associate 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. 2, v. 18
Page(s): 04017153
DOI: 10.1061/(asce)gm.1943-5622.0001073
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.1943-5622.0001073.
  • About this
    data sheet
  • Reference-ID
    10605751
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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