Elastoplastic Stress-Strain Relationship for Loose Sands with Anisotropic Fabric Under Three-Dimensional Stress Conditions
- 1 June 1984
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 24 (2) , 43-57
- https://doi.org/10.3208/sandf1972.24.2_43
Abstract
No abstract availableThis publication has 14 references indexed in Scilit:
- A Sample Preparation Method and its Effect on Static and Cyclic Deformation-Strength Properties of SandSoils and Foundations, 1982
- Anisotropic Deformation-Strength Characteristics of an Assembly of Spherical Particles Under three Dimensional StressesSoils and Foundations, 1981
- Experimental Study of Anisotropic Shear Strength of Sand by Plane Strain TestSoils and Foundations, 1978
- The strain hardening behaviour of particulate mediaCanadian Geotechnical Journal, 1976
- Boundary conditions, anisotropy and sample shape effects onthe stress-strain behaviour of sand in triaxial compression and plane strainGéotechnique, 1975
- Stress-Strain Relationships of Sands Based on the Mobilized PlaneSoils and Foundations, 1974
- Initial Fabrics and their Relations to Mechanical Properties of Granular MaterialSoils and Foundations, 1972
- Inherent anisotropy in a sandGéotechnique, 1972
- Plane Strain Deformation of Granular Material at Low and High PressuresGéotechnique, 1969
- Yielding and Flow of Sand in Triaxial Compression: Part ICanadian Geotechnical Journal, 1966