Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Cable no.</td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">3</td><td class="align_center">4</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Horizontal axial force (kN)</td><td class="align_center">451</td><td class="align_center">691</td><td class="align_center">792</td><td class="align_center">574</td></tr><tr><td class="align_left" rowspan="2">Internal force of the supporting pile at the foundation pit bottom</td><td class="align_center">Bending moment <i>M</i><sub>0</sub></td><td class="align_center" colspan="3">417 kN m</td></tr><tr><td class="align_center">Shear force <i>Q</i><sub>0</sub></td><td class="align_center" colspan="3">730 kN</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Axial force of anchor cable and internal force of supporting pile at the foundation pit bottom.</div>

Advances in Civil Engineering

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Table 3

Table 3: Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits 