Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement

<table class="fixed-width table-group" id="tab4"><tr><td><table class="table"><colgroup><col style="width:7.96em"/><col style="width:10.19em"/><col style="width:7.96em"/><col style="width:7.96em"/><col style="width:7.96em"/><col style="width:7.96em"/></colgroup><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Working weight (kg)</td><td class="align_center">Weight of front/rear wheel (kg)</td><td class="align_center">Wheel track (mm)</td><td class="align_center">Working width (mm)</td><td class="align_center">Vibration frequency (Hz)</td><td class="align_center">Excitation force (kN)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">13000</td><td class="align_center">6500</td><td class="align_center">3600</td><td class="align_center">2240</td><td class="align_center">42/50</td><td class="align_center">139/194</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Working parameters of the vibratory roller.</div>

Mathematical Problems in Engineering

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Table 4

Table 4: Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement 