Experimental Study on Cumulative Plastic Deformation of Coarse-Grained Soil High-Grade Roadbed under Long-Term Vehicle Load

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Material parameters</td><td class="align_center">Elastic modulus (Pa)</td><td class="align_center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Surface layer</td><td class="align_center">1.4 × 10<sup>9</sup></td><td class="align_center">0.25</td></tr><tr><td class="align_left">Basic layer</td><td class="align_center">8.0 × 10<sup>8</sup></td><td class="align_center">0.25</td></tr><tr><td class="align_left">Road base</td><td class="align_center">1.0 × 10<sup>8</sup></td><td class="align_center">0.3</td></tr><tr><td class="align_left">Soil base</td><td class="align_center">2.0 × 10<sup>7</sup></td><td class="align_center">0.33</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation parameters of the subgrade pavement materials.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Experimental Study on Cumulative Plastic Deformation of Coarse-Grained Soil High-Grade Roadbed under Long-Term Vehicle Load 