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Particle Flow Modeling of Rock Blocks with Nonpersistent Open Joints under Uniaxial Compression

Author(s): (Ph.D. Student, State Key Laboratory for Geo-mechanics & Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221008, China; Visiting Research Student, Rock Mass Modeling and Computational Rock Mechanics Laboratories, Univ. of Ari)
(Professor and Director, Rock Mass Modeling and Computational Rock Mechanics Laboratories, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).)
(Associate Professor, State Key Laboratory for Geo-mechanics & Deep Underground Engineering, China Univ. of Mining & Technology (Beijing), Beijing 100083, China.)
(Professor, State Key Laboratory for Geo-mechanics & Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221008, China.)
(Professor, State Key Laboratory for Geo-mechanics & Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221008, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 6, v. 16
Page(s): 04016020
DOI: 10.1061/(asce)gm.1943-5622.0000649
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.1943-5622.0000649.
  • About this
    data sheet
  • Reference-ID
    10605354
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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