Deformation Behavior of Coarse-Grained Soil as an Embankment Filler under Cyclic Loading

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">Optimum moisture content (%)</td><td class="align_center">California bearing ratio (%)</td><td class="align_center">Resilient modulus (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">2.21</td><td class="align_center">6.9</td><td class="align_center">164</td><td class="align_center">105.6</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic physical and mechanical properties of coarse-grained soil.</div>

Advances in Civil Engineering

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Table 1

Table 1: Deformation Behavior of Coarse-Grained Soil as an Embankment Filler under Cyclic Loading 