Numerical Simulation on Dynamic Response of Existing Tunnel to Moving-Axle Loads under the Influence of Oblique Shield Crossing the Intersection Area

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter of the cylinder shape (m)</td><td class="align_center">Length (m)</td><td class="align_center">Thickness (m)</td><td class="align_center">Density (kg/m<sup>3</sup>)</td><td class="align_center">Elastic modulus (GPa)</td><td class="align_center">Poisson ratio</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">8.8</td><td class="align_center">11.2</td><td class="align_center">0.2</td><td class="align_center">3000</td><td class="align_center">2080</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Geometry and material parameters of shield machine.</div>

Shock and Vibration

tab2

Table 2

Table 2: Numerical Simulation on Dynamic Response of Existing Tunnel to Moving-Axle Loads under the Influence of Oblique Shield Crossing the Intersection Area 

Table 2 | Numerical Simulation on Dynamic Response of Existing Tunnel to Moving-Axle Loads under the Influence of Oblique Shield Crossing the Intersection Area 