Stress-Strain Characteristics of Sand in a Particle-Crushing Region
- 1 March 1984
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 24 (1), 77-89
- https://doi.org/10.3208/sandf1972.24.77
Abstract
No abstract availableThis publication has 7 references indexed in Scilit:
- Void Ratio Effects on the Hyperbolic Stress-Strain Response of a SandPublished by ASTM International ,2009
- Constitutive Equations of Granular MaterialsPublished by Elsevier BV ,1983
- ON THE YIELD CURVE OF SAND IN A PARTICLE-CRUSHING REGIONProceedings of the Japan Society of Civil Engineers, 1982
- An anisotropic, critical state model for soils subject to cyclic loadingGéotechnique, 1981
- Constitutive Equation of Soils 7. Theories Based on ElastoplasticitySoils and Foundations, 1978
- EFFECT OF PARTICLE-CRUSHING ON THE SHEAR CHARACTERISTICS OF A SANDProceedings of the Japan Society of Civil Engineers, 1977
- Yielding of Sand in Triaxial CompressionSoils and Foundations, 1974