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Friction and Dilatancy Angles of Granular Soils Incorporating Effects of Shearing Modes

Author(s): (Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Researcher, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Associate Professor, Key Laboratory of New T)
(Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
(Research Academic, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, No. 21 Lower Kent Ridge Road 119077, Singapore.)
(Master Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 18
Page(s): 06018027
DOI: 10.1061/(asce)gm.1943-5622.0001289
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.1943-5622.0001289.
  • About this
    data sheet
  • Reference-ID
    10605988
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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