Radial Joints Behavior of a Precast Asymmetric Underpass Induced by Long-Term Loads of Ground Vehicles

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Cycle numbers (million)</td><td class="align_center">0∼0.5</td><td class="align_center">0.5∼1</td><td class="align_center">1∼1.5</td><td class="align_center">1.5∼2</td></tr><tr><td class="align_left">Prestress level (<i>N</i>)</td><td class="align_center">375</td><td class="align_center">250</td><td class="align_center">125</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Prestress levels during the loading process.</div>

Shock and Vibration

tab4

Table 4

Table 4: Radial Joints Behavior of a Precast Asymmetric Underpass Induced by Long-Term Loads of Ground Vehicles 