Effect of Ca/Al Ratio on Stabilization/Solidification of Lead-Contaminated Soil by Ettringite

<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">Plastic limit (%)</td><td class="align_center">Liquid limit (%)</td><td class="align_center">Optimum water content (%)</td><td class="align_center">Maximum dry density (g/cm<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">22.9</td><td class="align_center">37.2</td><td class="align_center">15.4</td><td class="align_center">1.938</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of tested soil.</div>

Advances in Civil Engineering

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Table 1

Table 1: Effect of Ca/Al Ratio on Stabilization/Solidification of Lead-Contaminated Soil by Ettringite 