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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">The best moisture content (%)</td><td class="align_center">Modulus of resilience (MPa)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Internal friction angle (°)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">2.21</td><td class="align_center">6.8</td><td class="align_center">100</td><td class="align_center">25</td><td class="align_center">32</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Coarse-grained soil basic physical dynamics reference number.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental Study on Cumulative Plastic Deformation of Coarse-Grained Soil High-Grade Roadbed under Long-Term Vehicle Load 