Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Structure name</td><td class="align_center">Element type</td><td class="align_center">Constitutive model</td><td class="align_center">Modulus of elasticity (kN/m<sup>2</sup>)</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Unit weight (kN/m<sup>3</sup>)</td><td class="align_center">Thickness/diameter (m)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Anchor</td><td class="align_center">Embedded truss</td><td class="align_center">Elastic</td><td class="align_center">200000000</td><td class="align_center">0.3</td><td class="align_center">76.98</td><td class="align_center">0.025</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 8

Table 8: Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum 

Table 8 | Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum 