Model Test on the Vibration Reduction Characteristics of a Composite Foundation with Gravel Cushion under Different Seismic Wave Amplitudes

<div>Shaking table and layered shear deformation model container. (a) Specimen-mounting table (4 × 6 m). (b) Model container (2 (length) × 2 (width) × 1.3 (height) (m) × 0.1 (wall thickness).</div>

Shock and Vibration

fig3

Figure 3

Figure 3: Model Test on the Vibration Reduction Characteristics of a Composite Foundation with Gravel Cushion under Different Seismic Wave Amplitudes 

Figure 3 | Model Test on the Vibration Reduction Characteristics of a Composite Foundation with Gravel Cushion under Different Seismic Wave Amplitudes 