Experimental Study on Pile-Soil Interaction Response in Saturated Sand under Long-Term Horizontal Cyclic Loading

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Horizontal cyclic loading ratio (<i>η</i><sub><i>c</i></sub>)</td><td class="align_center">Cycles (<i>N</i>)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Case 1</td><td class="align_center">0.125</td><td class="align_center">5000</td></tr><tr><td class="align_left">Case 2</td><td class="align_center">0.25</td><td class="align_center">5000</td></tr><tr><td class="align_left">Case 3</td><td class="align_center">0.375</td><td class="align_center">5000</td></tr><tr><td class="align_left">Case 4</td><td class="align_center">0.5</td><td class="align_center">5000</td></tr><tr><td class="align_left">Case 5</td><td class="align_center">0.625</td><td class="align_center">5000</td></tr><tr><td class="align_left">Case 6</td><td class="align_center">0.75</td><td class="align_center">5000</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Experimental Study on Pile-Soil Interaction Response in Saturated Sand under Long-Term Horizontal Cyclic Loading 