Nonlinear Stress Analysis of Flexible Pile Composite Foundation by Energy Method

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Pile top stress (kPa)</td><td class="align_center">Soil stress (kPa)</td><td class="align_center">Pile-soil stress ratio</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Measured</td><td class="align_center">110.5</td><td class="align_center">42.5</td><td class="align_center">2.60</td></tr><tr><td class="align_left">Calculated</td><td class="align_center">106.6</td><td class="align_center">40.6</td><td class="align_center">2.62</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Pile shaft stress is shown in Figure <a href="../fig7/">7</a>.<br/></div></td></tr></table>

<div>Comparison between calculated and measured stress.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Nonlinear Stress Analysis of Flexible Pile Composite Foundation by Energy Method 