Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries

Author:

Asaoka Akira,Noda Toshihiro

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference25 articles.

1. Mathematical structure of an overstress elasto-viscoplastic model for clay;Adachi;Soils and Foundations,1987

2. A constitutive equation for normally consolidated clay;Adachi;Soils and Foundations,1974

3. Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation;Akai;Proceedings of JSCE,1978

4. The analysis of failure of a normally consolidated clay foundation under embankment loading;Asaoka;Soils and Foundations,1986

5. Soil-water coupling behaviour of saturated clay near/at critical state;Asaoka;Soils and Foundations,1994

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