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

<div>Three gravel aggregates of different gradations. (a) Single-sized aggregates. (b) Two-sized aggregates. (c) Continuously graded aggregates.</div>

Shock and Vibration

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Figure 2

Figure 2: Model Test on the Vibration Reduction Characteristics of a Composite Foundation with Gravel Cushion under Different Seismic Wave Amplitudes 

Figure 2 | Model Test on the Vibration Reduction Characteristics of a Composite Foundation with Gravel Cushion under Different Seismic Wave Amplitudes 