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Elastoplastic Constitutive Model Describing Dilatancy Behavior of Overconsolidated Clay

Author(s): (Associate Researcher, Research Institute of Base and Foundation, China Academy of Building Research, Beijing 100013, China (corresponding author).)
(Engineer, China State Construction Engineering Corporation, China Construction Infrastructure Co., Ltd., Beijing 100013, China.)
(Professor, Dept. of Disaster Mitigation for Structure, Tongji Univ., Shanghai 200092, China.)
(Associate Professor, Dept. of Disaster Mitigation for Structure, Tongji Univ., Shanghai 200092, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 21
Page(s): 04021008
DOI: 10.1061/(asce)gm.1943-5622.0001947
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.1943-5622.0001947.
  • About this
    data sheet
  • Reference-ID
    10606629
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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