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Accumulated Plastic Strain Behavior of Granite Residual Soil under Cycle Loading

Author(s): (Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116023, China.)
ORCID (Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116023, China)
(Associate Professor, School of Civil Engineering and Architecture, Zhongyuan Univ., Zhengzhou, Henan 450007, China.)
(Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
(Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China (corresponding auth)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 20
Page(s): 04020205
DOI: 10.1061/(asce)gm.1943-5622.0001850
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.1943-5622.0001850.
  • About this
    data sheet
  • Reference-ID
    10606542
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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