Analysis of Deep Foundation Pit Pile-Anchor Supporting System Based on FLAC3D

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">Pile type</td><td class="align_center">Pile length/m</td><td class="align_center">Pile spacing/m</td><td class="align_center">Pile diameter/m</td><td class="align_center">Embedded depth/m</td><td class="align_center">Concrete strength</td><td class="align_center">Main reinforcement</td><td class="align_center">Hooped reinforcement</td><td class="align_center">Prestressed strands rounding the opening</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Manual excavation pile</td><td class="align_center">16.4</td><td class="align_center">1.60</td><td class="align_center">0.8</td><td class="align_center">3.5</td><td class="align_center">C25</td><td class="align_center">12<i>Φ</i>20</td><td class="align_center"><i>Φ</i>14@2000</td><td class="align_center"><i>φ</i>6.5@200</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Design parameters of slope protection piles.</div>

Geofluids

tab3

Table 3

Table 3: Analysis of Deep Foundation Pit Pile-Anchor Supporting System Based on FLAC3D 