True Triaxial Tests on Normally Consolidated Clay and Analysis of the Observed Shear Behavior Using Elastoplastic Constitutive Models

Author:

Nakai Teruo,Matsuoka Hajime,Okuno Naomi,Tsuzuki Kenji

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. A microstructural view of the mechanical properties of saturated clay;Calladine;Géotechnique,1971

2. Strength and deformation of sand measured in an independent stress con- troll cell;Green,1971

3. Cubical triaxial tests on cohesionless soil;Lade;Proc., AS-CE,1973

4. Elasto-plastic stress-strain theory for cohesionless soil;Lade;Proc., ASCE,1975

5. Three-dimensional behavior of remoulded clay;Lade;Proc., ASCE,1978

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