Optimization Method for Irregular Piled Raft Foundation on Layered Soil Media

<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">Name</td><td class="align_center">Field test value</td><td class="align_center">Analysis value by ANSYS-3D (this paper)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Ultimate bearing capacity (MN)</td><td class="align_center">44.66</td><td class="align_center">44.66</td></tr><tr><td class="align_left">Displacement (mm)</td><td class="align_center">64.67</td><td class="align_center">64.84</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of the results at the ultimate load.</div>

Advances in Civil Engineering

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Table 3

Table 3: Optimization Method for Irregular Piled Raft Foundation on Layered Soil Media 