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

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Pile diameter (m)</td><td class="align_center">Rigidity of the section (EA)</td><td class="align_center">Flexural rigidity (EI)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Value</td><td class="align_center">1.2</td><td class="align_center">1.5 × 10<sup>7</sup></td><td class="align_center">1.8 × 10<sup>6</sup></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical parameters of the pile row.</div>

Advances in Civil Engineering

tab7

Table 7

Table 7: Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits 