Soil-foundation-structure interaction with mobilization of bearing capacity: experimental study on sand

Keyphrases

• Sand 100%
• Foundation Design 100%
• Bearing Capacity 100%
• Rocking Isolation 100%
• Soil-foundation Interaction 100%
• Nonlinear Response 50%
• Surface Foundation 50%
• Three-level 50%
• Beneficial Role 50%
• Design Alternatives 50%
• Alternative Design 50%
• Reduced Scale 50%
• Innovative Ideas 50%
• Conservatism 50%
• Shaking Table Test 50%
• Seismic Performance 50%
• Less Conservative 50%
• Seismic Shaking 50%
• Bridge pier 50%
• Seismic Protection 50%
• Plastic Hinge 50%
• Foundation Uplift 50%
• Cyclic Pushover 50%
• Protective Structures 50%
• Foundation Soil 50%
• Inertia Loading 50%
• Single-degree-of-freedom System 50%
• Unconventional Treatment 50%
• Seismic Isolation 50%

Engineering

• Bearing Capacity 100%
• Soil Structure Interactions 100%
• Degree of Freedom 50%
• Nonlinear Response 50%
• Design Method 50%
• Bridge Piers 50%
• Seismic Performance 50%
• Design Alternative 50%
• Plastic Hinge 50%
• Single Degree 50%
• Superlattice 50%

Earth and Planetary Sciences

• Bearing Capacity 100%
• Experimental Study 100%
• Wharf 50%
• Design Method 50%
• Seismic Isolation 50%
• Degree of Freedom 50%