Influence of Alkaline Activators on Unconfined Compressive Strength of Saline Soils Stabilised with Ground Granulated Blast Furnace Slags

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">SiO<sub>2</sub> (%)</td><td class="align_center">Al<sub>2</sub>O<sub>3</sub> (%)</td><td class="align_center">Fe<sub>2</sub>O<sub>3</sub> (%)</td><td class="align_center">CaO (%)</td><td class="align_center">MgO (%)</td><td class="align_center">SO<sub>3</sub> (%)</td><td class="align_center">Loss on ignition (%)</td><td class="align_center">Blaine surface area (m<sup>2</sup>/kg)</td><td class="align_center">Specific gravity, <i>G</i><sub>s</sub></td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">29.05</td><td class="align_center">7.54</td><td class="align_center">2.97</td><td class="align_center">50.55</td><td class="align_center">2.19</td><td class="align_center">2.29</td><td class="align_center">4.09</td><td class="align_center">382</td><td class="align_center">2.88</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Main chemical composition and performance of Portland cement (42.5).</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Influence of Alkaline Activators on Unconfined Compressive Strength of Saline Soils Stabilised with Ground Granulated Blast Furnace Slags 