Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">No.</td><td class="align_center">Seismic input</td><td class="align_center">Amplitude (g)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">White noise</td><td class="align_center">0.05</td></tr><tr><td class="align_left">2</td><td class="align_center">El Centro wave</td><td class="align_center">0.15</td></tr><tr><td class="align_left">3</td><td class="align_center">El Centro wave</td><td class="align_center">0.30</td></tr><tr><td class="align_left">4</td><td class="align_center">El Centro wave</td><td class="align_center">0.40</td></tr><tr><td class="align_left">5</td><td class="align_center">El Centro wave</td><td class="align_center">0.50</td></tr><tr><td class="align_left">6</td><td class="align_center">El Centro wave</td><td class="align_center">0.70</td></tr><tr><td class="align_left">7</td><td class="align_center">El Centro wave</td><td class="align_center">0.90</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

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Shock and Vibration

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Table 4

Table 4: Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles 