Mechanical Performance of Deep Circular Caisson Sinking in Deep Layered Soft Soil

<table class="table-group" id="tab11"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Theoretical calculation</td><td class="align_center">Field measurement</td><td class="align_center">Numerical simulation</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Working condition 3</td><td class="align_center">96.63</td><td class="align_center">112.56</td><td class="align_center">93.26</td></tr><tr><td class="align_left">Working condition 6</td><td class="align_center">191.87</td><td class="align_center">172.21</td><td class="align_center">334.08</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of lateral wall soil pressure (unit: MPa).</div>

Mathematical Problems in Engineering

tab11

Table 11

Table 11: Mechanical Performance of Deep Circular Caisson Sinking in Deep Layered Soft Soil 