Refinement of a Deflection Basin Area Index Method for Rigid Pavement

<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">Parameter</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Slab thickness <i>h</i> (mm)</td><td class="align_center">20–44 at an interval of 4</td></tr><tr><td class="align_left">Modulus of subgrade reaction <i>k</i> (MN/m<sup>3</sup>)</td><td class="align_center">15–225 at an interval of 10</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters adopted in the parametric study.</div>

Shock and Vibration

tab2

Table 2

Table 2: Refinement of a Deflection Basin Area Index Method for Rigid Pavement 