Effects of test conditions on shear behaviour of composite soil

Keyphrases

• Shear Behavior 100%
• Shear Rate 100%
• Composite Soil 100%
• Volume Change 75%
• Normal Stress 75%
• Shear Zone 75%
• Water Content 50%
• Fine Fraction 50%
• Shear Surface 50%
• Shear Strength 25%
• Particle Size 25%
• Mesostructure 25%
• Kaolin 25%
• Sand 25%
• Clay 25%
• High Shear 25%
• Outer Region 25%
• Volume Content 25%
• Shear-induced 25%
• Direct Shear Test 25%
• Glass Beads 25%
• Volumetric Contraction 25%
• Residual Friction Angle 25%
• Residual Strength 25%
• Void Fraction 25%
• High Normal Stress 25%
• Volume Deviation 25%

Engineering

• Test Condition 100%
• Shear Zone 100%
• Soil Composite 100%
• Shear Property 100%
• Moisture Content 66%
• Size of Particle 33%
• Friction Angle 33%
• Direct Shear Test 33%
• Tested Specimen 33%
• Induced Volume 33%
• Shear Strength 33%
• Glass Bead 33%