Geotechnical Seismic Isolation System Based on Sliding Mechanism Using Stone Pebble Layer: Shake-Table Experiments

<div>Analysed pebble fractions. (a) Φ<sub>b</sub> = 4–8 mm. (b) Φ<sub>b</sub> = 8–16 mm. (c) Φ<sub>b</sub> = 16–32 mm.</div>

Shock and Vibration

Figure 3: Geotechnical Seismic Isolation System Based on Sliding Mechanism Using Stone Pebble Layer: Shake-Table Experiments 