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A practical three‐dimensional plasticity model for cyclic degradation of soil in earthquake loading applications

Author(s): (School of Architecture and Civil Engineering Xiamen University Xiamen Fujian P. R. China)
ORCID (Department of Structural Engineering University of California San Diego La Jolla California USA)
ORCID (MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering Institute of Geotechnical Engineering Center for Hypergravity Experiment and Interdisciplinary Research Zhejiang University Hangzhou Zhejiang P. R. China)
ORCID (Department of Structural Engineering University of California San Diego La Jolla California USA)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 12, v. 52
Page(s): 3835-3852
DOI: 10.1002/eqe.3951
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: 10.1002/eqe.3951.
  • About this
    data sheet
  • Reference-ID
    10735055
  • Published on:
    03/09/2023
  • Last updated on:
    03/09/2023
 
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