Vibration Isolation Mechanism of Concrete Piles for Rayleigh Waves on Sand Foundations

<div>Variation of the dissipation rate on <i>L</i><sub>1</sub>/<i>L</i><sub>2</sub> of the double pile test.</div>

Shock and Vibration

Figure 14: Vibration Isolation Mechanism of Concrete Piles for Rayleigh Waves on Sand Foundations 