A Model for Clay Using Modified Stress Under Various Loading Conditions with the Application of Subloading Concept

Author:

Chowdhury Ehsanul Quader,Nakai Teruo,Tawada Masayuki,Yamada Shotaro

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Soil-water coupled behavior of heavily overconsolidated clay near/at critical state;Asaoka;Soils and Foundations,1997

2. A generalized model for clay under monotonic and cyclic loading conditions;Chowdhury,1997

3. Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening;Hashiguchi,1998

4. Constitutive equations of elastoplastic materials with elastic-plastic transition;Hashiguchi;J. Appl. Mech. ASME,1980

5. Nonstandard triaxial testing method and its problems;Karube,1975

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1. Elastoplastic Model of Sand Based on Double-State Parameters under Complex Loading Conditions;International Journal of Geomechanics;2021-02

2. Comparison Study of Constitutive Models for Overconsolidated Clays;Acta Mechanica Solida Sinica;2019-07-02

3. Elastoplastic Model for Overconsolidated Clays with Focus on Volume Change under General Loading Conditions;International Journal of Geomechanics;2018-03

4. Unconventional Elastoplasticity Model: Subloading Surface Model;Foundations of Elastoplasticity: Subloading Surface Model;2017

5. Constitutive Equations of Soils;Foundations of Elastoplasticity: Subloading Surface Model;2017

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