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Particle Breakage and Deformation Behavior of Carbonate Sand under Drained and Undrained Triaxial Compression

Author(s): ORCID (Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China; Professor, National Joint Engineering Research Center for Geohazards Prevention in the Reservoir Areas, Chongqing Univ., Cho)
(Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
(Master’s Student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
(Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 20
Page(s): 04020012
DOI: 10.1061/(asce)gm.1943-5622.0001601
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.1943-5622.0001601.
  • About this
    data sheet
  • Reference-ID
    10606303
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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