Effects of particle shape on the collapse behaviour of a coarse grain material

Keyphrases

• Collapse Settlement 100%
• Coarse Material 100%
• Collapse Behavior 100%
• Particle Shape 100%
• Angular Particles 66%
• Soil Mass 33%
• Breakage 33%
• Specific Gravity 33%
• Collapse Test 33%
• Granular Materials 33%
• Shear Strength Parameters 33%
• Embankment Dam 33%
• Direct Shear Test 33%
• Particle Rearrangement 33%
• Direct Shear Apparatus 33%
• Relative Density 33%
• Via Media 33%
• Clay Core 33%
• Shear Stress Level 33%
• Stress Distribution 33%
• Property Distribution 33%
• Road Embankment 33%
• Grain Contacts 33%
• Gradation Curve 33%
• First Filling 33%

Engineering

• Direct Shear Test 100%
• Grain Material 100%
• Angular Particle 100%
• Shapes of Particle 100%
• Soil Mass 50%
• Stress Level 50%
• Shear Strength Parameter 50%
• Particle Contact 50%
• Test Apparatus 50%
• Clay Core 50%
• Road Embankment 50%
• Breakage 50%