3D Limit Analysis of the Transient Stability of Slope during Pile Driving in Nonhomogeneous and Anisotropic Soil

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"><i>B</i>/<i>H</i></td><td class="align_center">2</td><td class="align_center">5</td><td class="align_center">10</td><td class="align_center">2D</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>F</i><sub><i>S</i></sub> [<a href="/journals/ace/2020/7560219/#B18" target="_blank">18</a>]</td><td class="align_center">1.9556</td><td class="align_center">1.7405</td><td class="align_center">1.6771</td><td class="align_center">1.6177</td></tr><tr><td class="align_left"><i>F</i><sub><i>S</i></sub> (in this paper)</td><td class="align_center">1.9544</td><td class="align_center">1.7402</td><td class="align_center">1.6769</td><td class="align_center">1.6177</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

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Advances in Civil Engineering

tab1

Table 1

Table 1: 3D Limit Analysis of the Transient Stability of Slope during Pile Driving in Nonhomogeneous and Anisotropic Soil 