Influence of Nanolime and Curing Period on Unconfined Compressive Strength of Soil

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">FESEM test: average particle size</td><td class="align_center">XRD test: crystallite size</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Lime</td><td class="align_center">7.20 <i>μ</i>m</td><td class="align_center">75.44 nm</td></tr><tr><td class="align_left">Nanolime</td><td class="align_center">21.03 nm</td><td class="align_center">19.36 nm</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Average particle size and crystallite size of lime and nanolime.

Applied and Environmental Soil Science

tab7

Table 7

Table 7: Influence of Nanolime and Curing Period on Unconfined Compressive Strength of Soil 