An Analysis of the Impact Exerted on Bearing Capacity of Pier and Pile after Increasing Pile Cap Height

<table class="fixed-width table-group" id="tab2"><tr><td><table class="table"><colgroup><col style="width:11.31em"/><col style="width:6.85em"/><col style="width:6.85em"/><col style="width:6.85em"/></colgroup><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Seismic waves</td><td class="align_center">East - west</td><td class="align_center">North-south</td><td class="align_center">Vertical</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">EL Seismic waves</td><td class="align_center">348.880</td><td class="align_center">209.913</td><td class="align_center">241.864</td></tr><tr><td class="align_left">Wolong Seismic waves</td><td class="align_center">956.724</td><td class="align_center">662.186</td><td class="align_center">947.137</td></tr><tr><td class="align_left">Bajiao Seismic waves</td><td class="align_center">581.592</td><td class="align_center">556.169</td><td class="align_center">633.923</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Pier no. 11, inputs of the corresponding maximum seismic acceleration of the earth’s surface/gal.</div>

Shock and Vibration

tab2

Table 2

Table 2: An Analysis of the Impact Exerted on Bearing Capacity of Pier and Pile after Increasing Pile Cap Height 