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Analytical Modeling of the Shear Behavior of Rock Joints with Two-Order Asperity Dilation and Degradation

Author(s): ORCID (Lecturer, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China)
(Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798, Singapore (corresponding author).)
(Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Hong Kong, Hong Kong 999077, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 6, v. 20
Page(s): 04020062
DOI: 10.1061/(asce)gm.1943-5622.0001645
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.1943-5622.0001645.
  • About this
    data sheet
  • Reference-ID
    10606355
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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