Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Density</td><td class="align_center">Elastic</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Ultimate strain</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">7.8 × 10<sup>−9</sup></td><td class="align_center">2.1 × 10<sup>−5</sup></td><td class="align_center">0.3</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Performance parameters of steel materials.</div>

Advances in Civil Engineering

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Table 1

Table 1: Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing 