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

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Type</td><td class="align_center">Modulus of elasticity (GPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Density (kg/m³)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Concrete</td><td class="align_center">33</td><td class="align_center">0.2</td><td class="align_center">2500</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab8

Table 8

Table 8: Mechanical Performance of Deep Circular Caisson Sinking in Deep Layered Soft Soil 