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Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands

Author(s): (Associate Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Researcher, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, Ch)
(Master, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
(Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.)
(Master, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
(Professor and Vice President, Chongqing Univ., Chongqing 400450, China.)
(Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.)
Medium: journal article
Language(s): English
Published in: Journal of Geotechnical and Geoenvironmental Engineering, , n. 2, v. 145
DOI: 10.1061/(asce)gt.1943-5606.0001994
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)gt.1943-5606.0001994.
  • About this
    data sheet
  • Reference-ID
    10694350
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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