Volume Contraction in Shallow Sediments: Discrete Element Simulation

Engineering

• Discrete Element 100%
• Shallower 100%
• Porosity 50%
• Rotational 50%
• Subsurface 50%
• Element Method 50%
• Buckling 50%
• Macroscale 50%
• Mass Loss 50%
• Contact Force 50%
• Soil Density 50%

Keyphrases

• Granular Arch 66%
• Initial Soils 33%
• Arch Formation 33%
• Mass Volume 33%
• Collapse Accident 33%
• Arch Collapse 33%
• Loose Fill 33%

Earth and Planetary Sciences

• Locking 100%
• Porosity 50%
• Discrete Element Method 50%
• Mineral Dissolution 50%