Effect of Sand and Sand-Lime Piles on the Behavior of Expansive Clay Soil

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Specific gravity</td><td class="align_center">2.76</td></tr><tr><td class="align_left">Maximum dry unit weight (kN/m<sup>3</sup>)</td><td class="align_center">20.5</td></tr><tr><td class="align_left">Optimum moisture content (%)</td><td class="align_center">6.4</td></tr><tr><td class="align_left">USCS and IS classification</td><td class="align_center">SP</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of used sand [<a href="/journals/ace/2021/4927078/#B20" target="_blank">20</a>].</div>

Advances in Civil Engineering

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Table 3

Table 3: Effect of Sand and Sand-Lime Piles on the Behavior of Expansive Clay Soil 