Comparison of Viscous Damping in Unsaturated Soils, Compression and Shear

Engineering

• Pore Fluid 100%
• Compressional Wave 66%
• Collected Data 33%
• Relative Motion 33%
• Shear Wave 33%
• Lumped Parameter 33%
• Driven Pile 33%
• Constitutive Model 33%
• Dynamic Property 33%
• Beam Divergence 33%

Earth and Planetary Sciences

• Viscous Damping 100%
• Unsaturated Soil 100%
• Decoupling 20%
• Soil Dynamics 20%
• Dynamic Property 20%
• Viscous Drag 20%

Physics

• Viscous Damping 100%
• Compressional Wave 40%
• Wave Propagation 20%
• Dynamic Property 20%
• Viscous Drag 20%