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Discrete Element Analysis of the K 0 of Granular Soil and Its Relation to Small Strain Shear Stiffness

Author(s): (Assistant Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Visiting Scholar, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (correspondi)
(Ph.D. Candidate, Dept. of Aerospace Engineering and Engineering Mechanics, Univ. of Texas at Austin, Austin, TX.)
(Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.)
(Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 18
Page(s): 06018003
DOI: 10.1061/(asce)gm.1943-5622.0001102
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.1943-5622.0001102.
  • About this
    data sheet
  • Reference-ID
    10605770
  • Published on:
    08/05/2021
  • Last updated on:
    09/07/2021
 
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