A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr class="thead"><td class="align_left">Particle size (mm)</td><td class="align_center">80</td><td class="align_center">60</td><td class="align_center">20</td><td class="align_center">10</td><td class="align_center">5</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">0.1</td></tr><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr><td class="align_left">Cumulative percentage (%)</td><td class="align_center">100</td><td class="align_center">96.9</td><td class="align_center">58.9</td><td class="align_center">42.9</td><td class="align_center">34.5</td><td class="align_center">30.5</td><td class="align_center">29.1</td><td class="align_center">16.85</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="10"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Particle gradation of sandy gravel samples.</div>

Advances in Civil Engineering

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Table 2

Table 2: A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests 