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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"><i>X</i><sub><i>f</i></sub>/<i>L</i><sub><i>X</i></sub></td><td class="align_center">0.3</td><td class="align_center">0.4</td><td class="align_center">0.5</td><td class="align_center">0.6</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/#B17" target="_blank">17</a>]</td><td class="align_center">1.487</td><td class="align_center">1.582</td><td class="align_center">1.680</td><td class="align_center">1.762</td></tr><tr><td class="align_left"><i>F</i><sub><i>S</i></sub> (in this paper)</td><td class="align_center">1.455</td><td class="align_center">1.478</td><td class="align_center">1.502</td><td class="align_center">1.512</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

tab2

Table 2

Table 2: 3D Limit Analysis of the Transient Stability of Slope during Pile Driving in Nonhomogeneous and Anisotropic Soil 