›› 2003, Vol. 24 ›› Issue (2): 141-145.

• Fundamental Theroy and Experimental Research •     Next Articles

Subloading surface cyclic plastic model for soil based on Generalized plasticity (Ⅰ): Theory and model

KONG Liang1、2， ZHENG Ying-ren2， YAO Yang-ping1   

  1. 1. Department of Physics & Electrical Information Engineering, Ningxia University, Yinchuang 750021, China; 2. Department of Civil Engineering, Logistical Engineering University, Chongqing 400041, China; 3. Department of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100083, China
  • Received:2002-04-21 Online:2003-02-10 Published:2014-08-19

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Abstract: The fundamental ideas and assumptions and their physical interpretations of subloading surface theory are presented. In order to describe the Massing effect and ratcheting effect of soils under cyclic loading, the conventional ellipse-parabola two-surface model is extended to the subloading surface cyclic plastic model by incorporating the Generalized plasticity and subloading surface theory. It is concluded that the model is capable of describing the deformation behavior of soil under monotonic and cyclic loading.

Key words: Generalized plasticity, subloading surface, cyclic plasticity, constitutive model

CLC Number: 

  • TU 43
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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