Influence of Consolidation Shear Stress Magnitude and Orientation on Stress-Strain Behavior of Sand under Traffic Loading

Keyphrases

• Biaxial Strain 25%
• Cyclic Shear 25%
• Cyclic Shearing 25%
• Cyclic Simple Shear Test 25%
• Embankment 25%
• Hollow Cylinder Apparatus 25%
• Initial Shear Stress 25%
• Initial Static Shear Stress 25%
• Large Angle 25%
• Principal Stress Rotation 50%
• Sand 100%
• Shear Device 25%
• Shear Direction 25%
• Shear Stress 100%
• Static Shear Stress 25%
• Strain Development 25%
• Stress Conditions 25%
• Stress Magnitude 100%
• Stress Orientation 100%
• Stress-strain 100%
• Traffic Condition 25%
• Traffic Load 50%
• Traffic Loading 100%
• Traffic-induced 25%

Engineering

• Axial Strain 50%
• Experimental Result 50%
• Ground Level 50%
• Induced Load 50%
• Lead Angle 50%
• Shear Direction 50%
• Simple Shear 100%
• Stress Condition 50%
• Stress-Strain Relations 100%