A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference18 articles.
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3. Consequence of the tij-concept and a new modeling approach;Chowdhury;Computers and Geotechnics,1998
4. A model for clay using modified stress under various loading conditions with the application of subloading concept;Chowdhury;Soils and Foundations,1999
5. Constitutive equation of elastoplastic materials with elasto-plastic. transition;Hashiguchi;J. of Appli. Mech., ASME,1980
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