Study on Dynamic Response Characteristics and Damage Mechanism of Tunnel Lining at Entrance of Shallow Bias Tunnel

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Specification</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Platform size</td><td class="align_center">1.6 m × 1.2 m</td></tr><tr><td class="align_left">Degree of freedom of motion</td><td class="align_center">Single degree of freedom</td></tr><tr><td class="align_left">Load capacity</td><td class="align_center">1.5 t</td></tr><tr><td class="align_left">Maximum displacement and acceleration</td><td class="align_center">±1.5 m, ±1.0 g</td></tr><tr><td class="align_left">Working frequency</td><td class="align_center">0.01–10 Hz</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Main parameters of the shaking table.</div>

Shock and Vibration

tab2

Table 2

Table 2: Study on Dynamic Response Characteristics and Damage Mechanism of Tunnel Lining at Entrance of Shallow Bias Tunnel 