Effects of End Conditions on Triaxial Compressive Strength for Cohesionless Soil

This publication has 12 references indexed in Scilit:

• Strength and Deformation Characteristics of Saturated Sand at Extremely Low Pressures
  Soils and Foundations, 1984
• Behaviour of dry sand tested in a large triaxial apparatus
  Géotechnique, 1984
• Behavior of Lubrication Layers of Platens in Element Tests
  Soils and Foundations, 1984
• Discussion of “ Compression of Free‐ends During Triaxial Testing ” by Robert W. Sarsby, Nikolas Kalteziotis, and Essam H. Haddad (January, 1982)
  Journal of Geotechnical Engineering, 1983
• Geometric softening in triaxial tests on granular material
  Géotechnique, 1982
• End Restraint Effects on Undrained Static Triaxial Strength of Sand
  Journal of the Geotechnical Engineering Division, 1978
• Strain Conditions in Compression Cylinder
  Journal of the Soil Mechanics and Foundations Division, 1970
• On the Interpretation of the Triaxial Test
  Géotechnique, 1968
• The Influence of End Restraint on the Compression Strength of a Cohesionless Soil
  Géotechnique, 1965
• Importance of Free Ends in Triaxial Testing
  Journal of the Soil Mechanics and Foundations Division, 1964