Constitutive behavior of compacted clayey sand using a refined suction-controlled cubical test cell

Engineering

• Test Cell 100%
• Matric Suction 100%
• Test Result 50%
• Principal Strain 50%
• Strain Response 50%
• Stress Path 50%
• Deviatoric Stress 50%
• Compression Tests 50%
• Shear Strength 50%
• Fluid Statics 50%

INIS

• sand 100%
• compression 100%
• apparatus 66%
• levels 33%
• range 33%
• soils 33%
• testing 33%
• peaks 33%
• volume 33%
• shear strength 33%
• specific volume 33%
• hydrostatics 33%
• strains 33%

Keyphrases

• Suction Control 100%
• Constant Suction 33%
• Compression-compression 33%