Predicting the Remaining Service Life of Civil Airport Runway considering Reliability and Damage Accumulation

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="2">Zone (m)</td><td class="align_center">Modulus of subgrade reaction (MN/m<sup>3</sup>)</td><td class="align_center">Equivalent thickness of base course (cm)</td><td class="align_center">Modulus of base reaction (MN/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="3">Runway</td><td class="align_center">0–500</td><td class="align_center">58</td><td class="align_center">48</td><td class="align_center">104</td></tr><tr><td class="align_center">500–2900</td><td class="align_center">52</td><td class="align_center">48</td><td class="align_center">100</td></tr><tr><td class="align_center">2900–3400</td><td class="align_center">47</td><td class="align_center">48</td><td class="align_center">95</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation table of the modulus of the subgrade reaction and the base reaction of south runway pavement.</div>

Advances in Materials Science and Engineering

tab3

Table 3

Table 3: Predicting the Remaining Service Life of Civil Airport Runway considering Reliability and Damage Accumulation 