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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">Particle size (mm)</td><td class="align_center">20</td><td class="align_center">10</td><td class="align_center">5</td><td class="align_center">2</td><td class="align_center">1</td><td class="align_center">0.5</td><td class="align_center">0.25</td><td class="align_center">0.075</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Content (%)</td><td class="align_center">100</td><td class="align_center">89.5</td><td class="align_center">79.3</td><td class="align_center">60.4</td><td class="align_center">32.2</td><td class="align_center">20.4</td><td class="align_center">15.1</td><td class="align_center">13.4</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Coarse-grained soil particle grading.</div>

Advances in Civil Engineering

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Table 1

Table 1: Experimental Study on Cumulative Plastic Deformation of Coarse-Grained Soil High-Grade Roadbed under Long-Term Vehicle Load 