Excellent Performance of Earth Dams under Resonance Motion Using Isolator Damping Layer

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="432760.fig.007a" src="https://static-preview.hindawi.com/articles/sv/volume-2014/432760/figures/432760.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Coefficient of volume compressibility</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="432760.fig.007b" src="https://static-preview.hindawi.com/articles/sv/volume-2014/432760/figures/432760.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Coefficient of consolidation</td></tr></table></td></tr></table>

<table>Distribution of coefficients in samples for consolidation test. (a) Coefficient of volume compressibility and (b) coefficient of consolidation.</table>

Shock and Vibration

fig7

Figure 7

Figure 7: Excellent Performance of Earth Dams under Resonance Motion Using Isolator Damping Layer 