One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength
- 1 April 2001
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 41 (2), 39-51
- https://doi.org/10.3208/sandf.41.2_39
Abstract
No abstract availableThis publication has 18 references indexed in Scilit:
- Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional CompressionSoils and Foundations, 2001
- A probabilistic approach to sand particle crushing in the triaxial testGéotechnique, 1999
- Compression model for cohesionless soilsGéotechnique, 1995
- Micromechanical features of granular assemblies with planar elliptical particlesGéotechnique, 1992
- Yield Characteristics of Anisotropically Consolidated Sand Under Low and High StressesSoils and Foundations, 1991
- Stress-Strain Characteristics of Sand in a Particle-Crushing RegionSoils and Foundations, 1984
- A discrete numerical model for granular assembliesGéotechnique, 1979
- Co-Ordination Number and its Relation to Shear Strength of Granular MaterialSoils and Foundations, 1977
- EFFECT OF PARTICLE-CRUSHING ON THE SHEAR CHARACTERISTICS OF A SANDProceedings of the Japan Society of Civil Engineers, 1977
- Microscopic Deformation Mechanism of Granular Material in Simple ShearSoils and Foundations, 1974