Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Specific gravity</td><td class="align_center">Liquid limit (%)</td><td class="align_center">Plastic limit (%)</td><td class="align_center">Plastic index</td><td class="align_center">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">Optimum moisture content (%)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">2.68</td><td class="align_center">32.7</td><td class="align_center">23.0</td><td class="align_center">9.7</td><td class="align_center">1.77</td><td class="align_center">15.4</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic physical properties of the treated expansive soil.</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil 