Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center"><i>a</i></td><td class="align_center"><i>b</i></td><td class="align_center"><i>m</i></td><td class="align_center"><i>n</i></td><td class="align_center"><i>S</i></td><td class="align_center"><i>m</i>1</td><td class="align_center">OCR</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Value</td><td class="align_center">1.2</td><td class="align_center">0.18</td><td class="align_center">2.0</td><td class="align_center">1.0</td><td class="align_center">0.34</td><td class="align_center">0.8</td><td class="align_center">1.0</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of the empirical equation suggested by Chai and Miura [<a href="/journals/mpe/2020/8476746/#B17" target="_blank">17</a>].</div>

Mathematical Problems in Engineering

tab2

Table 2

Table 2: Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads 