The stress–strain behaviour and critical state parameters of an unsaturated granular fill material under different suctions

Keyphrases

• Cohesion 20%
• Construction Materials 20%
• Critical State Line 40%
• Critical State Parameters 100%
• Double Cell 40%
• Embankment 20%
• Fine-grained Soils 20%
• Friction Angle 20%
• Granular Fill 100%
• Granular Materials 20%
• High Embankment 20%
• Matric Suction 20%
• Net Confining Pressure 20%
• Saturated Soil 20%
• Semi-arid Climate 20%
• Shear Strength 20%
• Soil Testing 20%
• Strength Increase 20%
• Stress-strain 100%
• Suction 100%
• Triaxial System 40%
• Triaxial Test 20%
• Unsaturated Soil 40%
• Western China 20%

Engineering

• Confining Pressure 33%
• Critical State Line 66%
• Embankment Fill 33%
• Experimental Result 33%
• Fill Material 100%
• Friction Angle 33%
• Good Performance 33%
• Grained Soil 33%
• Matric Suction 33%
• Shear Strength 33%
• Soil Testing 33%

Earth and Planetary Sciences

• China 50%
• Confining Pressure 50%
• Granular Material 50%
• Shear Strength 50%
• Soil Testing 50%
• Triaxial Test 50%
• Unsaturated Soil 100%