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

<div>Analysed vertical contact stress below the foundation. (a) <i>σ</i><sub>v</sub> = 0.04 MPa. (b) <i>σ</i><sub>v</sub> = 0.10 MPa. (c) <i>σ</i><sub>v</sub> = 0.20 MPa.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Geotechnical Seismic Isolation System Based on Sliding Mechanism Using Stone Pebble Layer: Shake-Table Experiments 